state of north carolina division of highways n gaston...

25 50 10050

25 50 10050

5 10 20 10

D

T

V

=

=

=

=

=

=

10

55

50

%

%

MPH

ADT

ADT

% *

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

FUNC CLASS =

VICINITY MAP

4

5

6

9

8

-RPA-

-RPC-

-RPB-

-TRAIL-

-Y6-

-Y7-

321

29

74%

%

$85

JENKINS

HEIGHTS

(UNINC.)

d

Rankin

Lake

NO

RF

OL

K S

OU

TH

ER

N M

AIN

LIN

E

NCDOT

OUT

OF

SERVICE

NO

RF

OL

K S

OU

TH

ER

N M

AIN

LIN

ESITE

PROJECT

GASTONIA

NC

GRID

NA

D 83/

NS

RS 2007

TO LINCOLNTON

TO

CH

AR

LOT

TE

TO GASTONIA

$85

29

74%

321%

PRINCIPAL ARTERIAL

REGIONAL TIER

CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.

CA

ROLIN

A

TO S

OU

TH

2015

2035 LENGTH ROADWAY TIP PROJECT I-5000 = 0.644 MILES

TOTAL LENGTH TIP PROJECT I-5000 = 0.644 MILES

7

CA

RO

LIN

A A

ND N

OR

TH

WE

ST

ER

N R

AIL

WA

Y

-Y1- POT STA 11+00.00

BEGIN TIP PROJECT I-5000

-Y1- POT STA 45+00.00

END TIP PROJECT I-5000-Y1- POT Sta. 12+20.21

-Y3- POT Sta. 10+00.00

-Y1- POT Sta. 15+63.47

-Y6- POT Sta. 12+25.00

-Y1- POT Sta. 19+48.64

-Y7- POT Sta. 12+25.00

-Y1- POT Sta. 24+03.53

-Y4- POT Sta. 16+04.60

-Y2- POT Sta. 10+50.00

-Y2- POC Sta. 17+00.65

-Y3- POT Sta. 23+79.29

-Y2- PRC Sta. 26+53.73

-Y1- POT Sta. 24+22.38

-RPB- POT Sta. 17+88.54

-Y1- POT Sta. 30+48.24

-Y4A- POT Sta. 13+70.61

-Y2- POC Sta. 34+89.00

-Y1- POT Sta. 39+06.92

-RPC- POT Sta. 15+60.98

RA

KIN

LA

KE RD

-Y1- POT Sta. 43+98.18

-Y8- POT Sta. 12+00.20

EXIST. LOOP BREMOVE PARTIAL

REMOVE EXIST. LOOP C

59,100

REVISED SIGNALS

49,544

12

* TTST =8 DUAL =4

0

0

0

PROFILE (HORIZONTAL)

41153.1.1 PE

IMF-85-1(113)17

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

DIVISION OF HIGHWAYS

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

I-5000DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

See Sheet 1-A For Index of Sheets

09-J

UN-2015 10:3

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way\

Proj\I-

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_tsh.d

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$$$$

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ME$$$$

1000 Birch Ridge Dr., Raleigh NC, 27610

CO

NT

RA

CT:

TIP P

ROJE

CT:I-5000

AR

TM

EN

N

A

S

O H

DE

P

TOF TRA

SP

OR

TTIO

N

TA

T

EOF

N RTCA

R

OLIN

A

K

-RPD- POT Sta. 35+90.81

7-A

TU

LIP

DR

-Y5-

RAILROADDISMANTLED

BU

LB

AVE

-Y3-

-Y4

A-

TO INTERCHANGE

I-85/US 321 GEOMETRIC SAFETY IMPROVEMENTS

GRADING, DRAINAGE, PAVING, CULVERTS,

AND SIGNALS

IMF-85-1(113)17

%29

74

321%

Airline

St.

Marietta

Garrison Blvd.

Chester St.

SR 2278

RAN

KIN LA

KE R

D

-Y4-

MARIETT

A ST

US 321 / CHESTER ST

-Y1-

US 321 / CHESTER ST-Y1-

York St.

Ave.

Long

Ave.

Bro

ad

St.

St.

Marietta

Bro

ad

St.

Franklin Blvd.Franklin

Blvd.

Main Ave.

Rd.

mer

City

Besse

Rd.

Lin

wood

Davidson

W.

Ave.

CreekLong

Tulip Dr.

BulbAve.

Rankin

Lake

Rd.

DALLAS

CITY

LIMITS

CITY

GASTONIA

LIMIT

S

GASTO

NIA

CIT

Y

LIMITS

NOTE: THIS PROJECT IS WITHIN THE GASTONIA CITY LIMITS.

PORTIONS OF THIS PROJECT HAVE CONTROL OF ACCESS

-L- POS Sta. 68+00.00

END CONSTRUCTION

END CONSTRUCTION

BEGIN CONSTRUCTION

GASTON COUNTY

AD

B C

ST

RA

DIO

-Y8-

-RPD-

MARIETTA ST

-Y2-

-L- I-85

-L- I-

85

Jason Moore, PE

Bryan Key, PE

February 21, 2017

-TRAIL-

41153.2.FSU1 IMF-85-1(113)17 UTIL.

41153..2.FS1 R/W

August 21, 2015

1339

1131

1336

24662466

2278279(

(7

(7

279(

(274

(274

274(

(275

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Baseline Control Point

RIGHT OF WAY:

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

Proposed Control of Access

Proposed Right of Way Line

C

F

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Proposed Permanent Utility Easement

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

U/G Power Cable Hand Hole

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Booth

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

e

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

Recorded U/G Power Line

Recorded U/G Telephone Cable

Designated U/G Telephone Cable (S.U.E.*)

Recorded U/G Telephone Conduit

Designated U/G Telephone Conduit (S.U.E.*)

Recorded U/G Fiber Optics Cable

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

Recorded U/G Water Line

4

I

H

a

TV:

TV Satellite Dish

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

Recorded U/G TV Cable

Recorded U/G Fiber Optic Cable

Designated U/G Fiber Optic Cable (S.U.E.*)

r

|

I]

GAS:

Gas Valve

Gas Meter

Recorded U/G Gas Line

n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

Recorded SS Forced Main Line

Designated SS Forced Main Line (S.U.E.*)

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary Sewer A/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

Utility Unknown U/G Line

?

CONC

CONC WW

v

vDrainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

WW

S

x

Foundation

S

Building

y

y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

Designated U/G Power Line (S.U.E.*)

Designated U/G Fiber Optics Cable (S.U.E.*)

Designated U/G Water Line (S.U.E.*)

Designated U/G TV Cable (S.U.E.*)

Designated U/G Gas Line (S.U.E.*)

U/G Test Hole (S.U.E.*)

*S.U.E. = Subsurface Utility Engineering

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.

Note: Not to ScaleSHEET NO.PROJECT REFERENCE NO.

1BI-5000

Abandoned According to Utility Records

WLB

EAB

EPB

RW

RW

RW

CA

E

TDE

PDE

PUE

S

P

P

T

T

TC

TC

T FO

T FO

W

W

TV

TV

TV FO

TV FO

G

G

SS

FSS

FSS

?UTL

Jurisdictional Stream JS

12/05/11

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

Proposed Permanent Easement with

Iron Pin and Cap Marker

Proposed Temporary Utility Easement TUE

Iron Pin and Cap Marker

Proposed Right of Way Line with

DUEProposed Permanent Drainage / Utility Easement

AUEProposed Aerial Utility Easement

CRProposed Curb Ramp

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

UST

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

-RPA-

-RPC-

-RPB-

-Y4A--TRAIL-

-TRAIL-

-Y8-

-Y6-

-Y7-

TU

LIP

DR

-Y5-

BU

LB

AVE

-Y3-

I-85

-L-

RANKI

N LA

KE R

D

-Y4-

US 321 / S CHESTER ST

-Y1-

TO LINCOLNTON

TO

CH

AR

LOT

TE

TO GASTONIA

MARIETTA ST

-Y2-

MARIETTA ST

-Y2-

US 321 / N CHESTER ST

-Y1-

CA

ROLIN

A

TO S

OU

TH

I-85

-L-

-Y1- POT STA 11+00.00

BEGIN TIP PROJECT I-5000

RAILR

OAD

DISMANTL

ED

RA

DIO

ST

RA

KIN

LA

KE RD

CEN

TER CT

GASTO

N

SHEET NO.PROJECT REFERENCE NO.

09-J

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Location and Surveys

NOTE: DRAWING NOT TO SCALE

SURVEY CONTROL SHEETI-5000

4/14/14

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

NGS FOR MONUMENT "P222"

WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF

NORTHING: 564112.540(ft) EASTING: 1347033.150(ft)

ELEVATION: 727.863(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.999842

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

N 2°06’45.3" E 3745.271

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NAVD 88

3. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM,

NOTES:

THE FILES TO BE FOUND ARE AS FOLLOWS:

PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE

2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS

LOCATION AND SURVEYS UNIT:

MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT

INDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTAL CONTROL

INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL

INDICATES BENCHMARKS FOR VERTICAL CONTROL

LOCATION AND SURVEYS UNIT.

UTILIZING THE NCGS RTN SYSTEM (VRS).

1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND

ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT:

HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/

I5000_LS_CONTROL.TXT

I5000_LS_LOCAL.TXT

****************************************

RR SPIKE IN BASE 15 INCH OAK

S 36°03’33.1" E Dist 429.60

Y2 STATION 45+74.81

N 564277 E 1348598

BM6 ELEVATION = 729.15

****************************************

****************************************

RR SPIKE IN BASE OF 15 INCH DOGWOOD

Y1 STATION 53+71 78 LEFT

N 563584 E 1347187


****************************************

****************************************

CHISELED SQUARE IN BRIDGE PIER BASE

L STATION 43+25 43 LEFT

N 565373 E 1347232


****************************************

****************************************

BASE

CHISELED SQUARE CORNER OF UTILITY BOX

Y1 STATION 11+80 56 LEFT

N 567774 E 1347226


****************************************

****************************************

RR SPIKE IN BASE 24 INCH PINE

Y2 STATION 32+83 30 RIGHT

N 565887 E 1348051


****************************************

****************************************

RR SPIKE IN BASE 18 INCH POPLAR


N 565282 E 1350065


****************************************

****************************************

CHISELD SQUARE NW SIDE OF I-85 SB BRIDGE


N 565481 E 1347043


****************************************

****************************************

TRAFFIC SIGN

CHISELED SQUARE IN BASE OF CANTILEVER


N 566324 E 1344275


****************************************

****************************************

RR SPIKE IN BASE OF 18 INCH OAK

L STATION 10+33 120 RIGHT

N 566133 E 1344081


****************************************

****************************************

BRIDGE ABUTMENT

CHISELED SQUARE IN SW CORNER CONC

L STATION 41+58 63 RIGHT

N 565346 E 1347036


****************************************

****************************************

INLET

CHISELED SQUARE IN CORNER CONC DROP

L STATION 74+92.39

N 565153 E 1350253


****************************************

****************************************

WHEELGUARD

CHISELED SQUARE IN CONC BRIDGE

Y4A STATION 10+00

N 565895 E 1347527


****************************************END PROJECT

NC

GRID

NA

D 83/

NS

RS 2007

BY1-22

BM#3

BY1-24

BY1-25

BY1-26

MA013R-2

BL-21

BL-8

MA013R-2

BL-7

BL-3

BL-6

BL-4BL-5

BM#9

BM#10

BY2-23

BY3-43

BY3-42

BY3-41

BY3-40

BY3-39

BY3-38

BM#5

BM#4

BY3-34

BY3-33

BY3-28

BY3-35

BL-17BL-11

BY3-36

BM#6

BY3-37

BL-16

BL-15BL-12

BL-14BL-13

BM#7

BM#12

BL-18

BL-19BL-10

BY1-30 BM#1BY1-32

BM#2

BY1-29

BL-20BM#8

BL-9BM#11

P-222

-RP

D-

"P222" TO -Y1- STATION 11+00.00 IS

14 BL-14 565243.9830 1350127.6380 722.30 74+35.29 63.37 LT

15 BL-15 564938.8520 1349368.2120 737.44 66+10.80 63.19 LT

16 BL-16 564855.1580 1348862.6800 736.79 60+79.27 62.31 LT

17 BL-17 564911.8550 1348371.3910 728.96 55+66.24 64.19 LT

18 BL-18 565180.5470 1347710.4820 736.12 48+39.80 66.92 LT

19 BL-19 565335.9790 1347360.8300 746.40 44+57.17 63.15 LT

20 BL-20 565484.1930 1347034.3350 751.37 40+98.61 62.43 LT

21 BL-21 565700.1300 1346689.3270 751.72 36+95.09 115.63 LT

1 MA013R-1 565857.2360 1346242.9270 741.36 32+25.41 74.66 LT

3 BL-3 566158.4570 1345323.3030 713.19 22+68.60 69.03 LT

4 BL-4 566317.7110 1344231.7830 708.16 11+77.15 70.47 LT

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

POINT DESC. NORTH EAST ELEVATION L STATION OFFSET

BL

13 BL-13 565128.4050 1350182.3030 721.94 74+41.42 64.34 RT

12 BL-12 564821.5260 1349412.5250 742.12 66+18.04 62.01 RT

11 BL-11 564761.8740 1348447.3890 735.25 56+72.79 65.90 RT

10 BL-10 565134.6270 1347496.7900 741.26 46+64.46 63.58 RT

9 BL-9 565348.1190 1347031.5700 750.21 41+52.60 62.51 RT

8 BL-8 565616.4840 1346437.5420 748.00 35+00.76 65.01 RT

7 BL-7 565947.5250 1345584.2840 720.45 25+75.76 66.04 RT

6 BL-6 566135.6580 1344751.1930 700.97 17+11.26 61.67 RT

5 BL-5 566184.2190 1344110.4880 708.26 10+61.07 67.56 RT

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

POINT DESC. NORTH EAST ELEVATION L STATION OFFSET

BL1

32 BY1-32 563591.7380 1347144.3030 720.15 53+63.47 35.35 LT

222 P222 564112.5400 1347033.1500 727.86 48+44.34 83.39 RT

30 BY1-30 564610.8920 1347158.1420 723.58 43+44.22 34.31 LT

29 BY1-29 565283.6690 1347168.9670 729.66 36+71.35 35.31 LT

27 BY1-27 565916.6540 1347202.5530 735.49 30+37.95 59.65 LT

26 BY1-26 566493.4550 1347215.8710 731.85 24+61.01 64.54 LT

24 BY1-24 567224.3270 1347108.1730 733.03 17+31.79 53.82 RT

22 BY1-22 567754.7550 1347225.1050 739.15 11+99.71 55.35 LT

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

POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET

BY0

37 BY3-37 564218.7870 1348493.8940 730.59 OUTSIDE PROJECT LIMITS

36 BY3-36 564724.5700 1348340.1720 748.77 44+75.90 17.55 LT

35 BY3-35 565248.4720 1348218.7100 764.34 39+38.11 16.79 LT

134 BY3-34 565723.9900 1347974.4380 754.65 34+29.16 117.89 RT

39 BY3-39 566442.9020 1348231.9450 722.27 27+06.26 25.68 RT

40 BY3-40 566744.3540 1348509.9270 714.35 23+21.34 80.27 LT

41 BY3-41 567280.4110 1348413.2850 710.29 18+11.98 63.05 RT

42 BY3-42 567841.5950 1348654.0110 698.56 12+15.67 22.99 RT


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


BY1

23 BY2-23 567592.3100 1347933.2580 729.44 17+78.58 1.34 RT

122 BY1-22 567754.7550 1347225.1050 739.15 10+52.19 27.58 LT

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


BY2





25 BY1-25 566655.0740 1347012.3300 728.57 14+31.89 19.42 LT

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


BY3

2 MA013R-2 566012.4270 1346857.1430 769.70 29+47.23 287.13 RT

125 BY1-25 566655.0740 1347012.3300 728.57 23+02.38 141.34 RT

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


BY4

1C-01


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Location and SurveysSURVEY CONTROL SHEETI-5000

4/14/14

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

NGS FOR MONUMENT "P222"

WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF

NORTHING: 564112.540(ft) EASTING: 1347033.150(ft)

ELEVATION: 727.863(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.999842

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

N 2°06’45.3" E 3745.271

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NAVD 88

"P222" TO -Y1- STATION 11+00.00 IS

-Preliminary-

-L-

TYPE STATION NORTH EASTPOT 10+00.00 566253.1447 1344051.3364

PC 10+00.00 566253.1447 1344051.3357

PT 33+53.36 565736.8248 1346330.4360

TS 50+67.25 565025.2319 1347889.6159

SC 53+67.25 564907.8928 1348165.6271

CS 66+37.15 564886.5089 1349412.0847

ST 69+37.15 564994.3113 1349691.9584

POT 74+92.39 565207.3797 1350204.6865

-Y1-


POT 54+01.28 563554.4440 1347108.4027

-Y2-


PC 11+39.88 567893.7974 1348714.3011

PRC 20+73.11 567011.0763 1348461.3497

PRC 26+53.73 566470.3956 1348284.2599

PT 35+04.99 565666.7653 1348105.1297

POT 45+74.81 564624.2446 1348345.2763

-Y3-


PC 14+84.70 567664.4840 1347648.9880

PT 18+08.79 567583.1485 1347962.0619

POT 23+79.29 567380.9999 1348495.5374

-Y4-


PC 10+29.55 566899.0745 1346712.2724

PCC 11+79.89 566773.7572 1346790.6051

PT 13+14.38 566697.0238 1346900.8595

POT 16+04.60 566551.8744 1347152.1780

-Y4A-


PC 12+49.29 565704.5130 1347983.2650

PT 13+39.42 565683.9677 1348070.5236

POT 13+70.61 565682.3785 1348101.6706

-Y5-


POT 11+39.87 567754.8161 1347169.7461

-Y6-


POT 12+25.00 567391.8448 1347164.4452

-Y7-


POT 12+25.00 567006.7159 1347158.8207

-Y8-


POT 12+00.20 564557.4370 1347123.0507

-LPB-

TYPE STATION NORTH EASTTS 10+00.00 565540.6750 1346870.2917

SC 11+25.00 565607.2794 1346765.6528

CS 14+08.81 565844.7430 1346818.7710

ST 15+33.81 565860.4172 1346941.8148

POT 17+34.06 565858.0184 1347142.0448

-LOOP_C-

TYPE STATION NORTH EASTTS 0+00.00 565376.5294 1347009.0920

SC 1+50.00 565416.3419 1346866.0026

PT 4+04.65 565245.8405 1346714.1183

PC 4+04.65 565245.8405 1346714.1183

CS 5+65.82 565116.5964 1346798.5405

ST 7+15.82 565091.2666 1346944.8895

POT 9+01.76 565088.5524 1347130.8073

-RPA-


TS 11+18.17 565055.3037 1347949.6025

SC 13+18.17 565149.6944 1347773.3018

PT 14+24.95 565205.5111 1347682.2881

PC 15+61.95 565280.1508 1347567.4060

PT 21+56.71 565794.8911 1347342.7507

POT 23+41.77 565977.2337 1347374.3476

-RPB-


POT 17+88.54 565907.2331 1347142.7635

-RPC-


TS 10+00.00 565242.3748 1346650.8813

SC 11+50.00 565119.2960 1346735.3698

CS 12+42.41 565071.3724 1346813.6502

ST 13+92.41 565052.0979 1346961.6880

POT 15+60.98 565048.6447 1347130.2244

-RPD-


TS 11+00.00 564851.1897 1348183.2838

SC 13+50.00 564909.8269 1347940.4494

PRC 16+50.60 564908.2761 1347641.0648

PT 21+98.95 565222.8039 1347276.7833

PC 22+74.38 565298.2263 1347277.8848

PT 27+45.31 565766.6340 1347321.6158

PC 30+61.83 566078.5038 1347375.6576

PT 33+71.71 566367.4138 1347295.3523

POT 35+90.81 566533.0264 1347151.9028

-TRAIL-


PC 10+15.75 564250.1382 1347312.1830

PT 12+56.58 564488.9387 1347282.0316

PC 15+88.21 564819.7862 1347259.1893

PT 16+80.41 564910.6639 1347244.4178

PC 17+74.64 565001.8822 1347220.8017

PT 19+11.36 565137.2504 1347204.9438

PC 23+10.67 565536.4853 1347212.9713

PRC 24+82.25 565706.3464 1347234.7190

PT 26+21.82 565844.2284 1347255.1834

PC 29+05.39 566127.2844 1347272.2194

PT 29+75.57 566173.9948 1347316.7915

PC 31+61.46 566193.8380 1347501.6120

PT 32+34.38 566226.2412 1347565.1500

PC 33+06.13 566279.4865 1347613.2385

PT 33+67.07 566313.1800 1347663.2901

PC 33+98.77 566324.0128 1347693.0829

PT 34+42.47 566347.3091 1347729.6484

PC 38+99.10 566670.3168 1348052.4123

PT 40+48.61 566804.1951 1348110.7972

PC 42+95.94 567051.3498 1348120.0593

PT 43+32.23 567086.5758 1348127.8953

PC 44+14.08 567161.9594 1348159.7950

PRC 45+09.61 567242.5800 1348210.2875

PT 46+08.45 567326.2527 1348262.0518

POT 48+34.91 567535.7642 1348347.9996

ROW Marker Concrete or Granite

ALIGN STATION OFFSET NORTH EAST-RPA- 13+16.16 105.73 565240.2851 1347827.8592

-RPA- 14+24.95 105.00 565293.5594 1347739.4938

-RPA- 15+61.95 105.00 565368.1992 1347624.6117

-RPA- 15+61.95 135.00 565393.3559 1347640.9561

-RPA- 19+00.00 50.00 565557.9824 1347410.3478

-RPA- 19+00.00 135.00 565585.6687 1347490.7124

-RPA- 21+56.71 50.00 565786.3541 1347392.0165


ALIGN STATION OFFSET NORTH EAST-RPD- 13+28.60 -50.00 564857.1258 1347953.0200

-RPD- 13+50.00 -50.00 564860.3927 1347932.9492

-RPD- 16+50.60 -50.00 564858.9222 1347649.0768

-RPD- 18+00.00 -50.00 564872.1125 1347478.0266

-RPD- 18+00.00 -92.00 564832.1772 1347465.0201

-RPD- 19+50.06 -92.00 564933.2562 1347301.5571

-RPD- 29+59.24 66.00 565966.1545 1347423.1729

-RPD- 31+20.00 148.00 566135.5881 1347528.7897

-RPD- 31+20.00 82.79 566135.9383 1347463.5767

-RPD- 31+88.00 66.00 566216.3847 1347439.3955

-RPD- 31+88.00 148.00 566231.7838 1347519.9366

-RPD- 33+71.71 66.00 566410.6252 1347345.2399


ALIGN STATION OFFSET NORTH EAST-TRAIL- 16+24.39 51.10 564862.9516 1347305.9805


ALIGN STATION OFFSET NORTH EAST-Y1- 11+67.23 -72.22 567786.9925 1347242.4479

-Y1- 13+28.63 -72.29 567625.6052 1347240.1606

-Y1- 24+04.80 -72.76 566549.5470 1347224.9093

-Y1- 24+14.02 114.05 566543.0513 1347037.9899

-Y1- 24+76.21 77.21 566480.3310 1347073.9131

-Y1- 42+67.39 -194.12 564685.3802 1347319.0582

-Y1- 42+75.76 -94.17 564678.4720 1347218.9990

-Y1- 44+35.00 -74.66 564519.5307 1347197.1661

-Y1- 44+35.00 -108.50 564519.0365 1347231.0032


ALIGN STATION OFFSET NORTH EAST-Y2- 10+50.00 30.00 567985.1683 1348739.3922

-Y2- 10+50.00 16.00 567977.3774 1348751.0242

-Y2- 10+50.00 -30.00 567951.7789 1348789.2434

-Y2- 10+50.00 -16.00 567959.5697 1348777.6115

-Y2- 11+39.88 30.00 567910.4921 1348689.3754

-Y2- 11+39.88 -30.00 567877.1027 1348739.2267

-Y2- 14+07.26 30.00 567671.6047 1348558.5510

-Y2- 15+41.43 37.44 567546.2670 1348502.3846

-Y2- 17+98.45 59.98 567293.8972 1348418.3760

-Y2- 20+03.30 30.00 567081.3088 1348430.7437

-Y2- 20+73.11 30.00 567010.1166 1348431.3650

-Y2- 20+77.00 -30.01 567008.0048 1348491.4689

-Y2- 25+31.70 -30.00 566556.7212 1348378.3328

-Y2- 26+53.73 -30.00 566451.8830 1348307.8668

-Y2- 26+53.73 16.05 566480.2999 1348271.6302

-Y2- 26+53.73 30.00 566488.9082 1348260.6531

-Y2- 26+53.73 -15.95 566460.5531 1348296.8109



-Y3- 12+00.00 98.00 567608.9878 1347353.0544

-Y3- 12+00.00 30.00 567676.2629 1347362.9569

-Y3- 14+00.00 -30.00 567706.4982 1347569.5624

-Y3- 14+00.00 -37.00 567713.4236 1347570.5818

-Y3- 14+84.70 -30.00 567694.1642 1347653.3568

-Y3- 14+84.70 30.00 567634.8038 1347644.6192

-Y3- 16+64.62 -30.00 567656.6270 1347832.8845

-Y3- 18+08.79 30.00 567555.0950 1347951.4316

-Y3- 20+00.00 30.00 567487.3428 1348130.2315

-Y3- 20+12.87 -87.90 567593.0350 1348184.0450

-Y3- 21+50.00 100.00 567368.7335 1348245.6950

-Y3- 22+00.00 140.00 567313.6118 1348278.2771

-Y3- 22+50.00 140.00 567295.8947 1348325.0329

Permanent Easement Marker Iron Pin & Cap

ALIGN STATION OFFSET NORTH EAST-RPA- 20+05.08 89.00 565655.0158 1347427.5812

-RPA- 20+06.08 50.00 565651.0251 1347388.7809

-RPA- 20+39.35 50.00 565680.9024 1347386.0499

-RPA- 20+41.41 88.62 565684.8584 1347424.5117


ALIGN STATION OFFSET NORTH EAST-RPD- 27+94.00 108.00 565796.1700 1347436.3434

-RPD- 27+94.00 66.00 565803.3410 1347394.9601

-RPD- 28+25.00 108.00 565826.7148 1347441.6363

-RPD- 28+25.00 66.00 565833.8858 1347400.2530

-RPD- 33+20.00 110.00 566384.9648 1347419.0466

-RPD- 33+20.00 66.00 566361.3671 1347381.9097

-RPD- 33+55.00 125.00 566431.7610 1347404.2718

-RPD- 34+35.00 66.00 566458.4621 1347303.8048


ALIGN STATION OFFSET NORTH EAST-Y2- 22+53.00 85.00 566847.5987 1348364.1546

-Y2- 22+70.00 30.00 566821.4582 1348415.0646

-Y2- 22+80.00 85.00 566823.8389 1348359.3340

-Y2- 22+95.00 30.00 566797.9370 1348409.8201



-Y3- 11+70.00 -60.00 567769.6723 1347346.3830

-Y3- 13+35.00 -60.00 567745.6441 1347509.6241

-Y3- 13+35.00 -37.00 567722.8893 1347506.2747

1C-02

NOTES: SEE SHEET 1C-01

GRADE

POINT

UMIN.MIN.

SURFACE COURSE IS NOT PLACED ON THE SAME DAY AS MILLING. AFTER MILLING TO ENSURE SMOOTH TRAVEL IF THE FINAL LAYER OFNOTE: A TEMPORARY ASPHALT WEDGE WILL BE REQUIRED IMMEDIATELY

DETAIL SHOWING METHOD OF WEDGING

C1 C2

U

0" TO 3" DEPTH

OF SURFACE COURSEAPPROX. THICKNESS

VAR. 25’ TO 50’

C1

"3 3"

E2 E2

V1

VARIABLE DEPTH MILLING DETAIL

CL SURVEY

USE MILLING DETAIL AT RESURFACING TIES

DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS



ROADWAY DESIGNENGINEER ENGINEER

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PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT

AN AVERAGE RATE OF 456 LBS. PER SQ. YD.E1

P PRIME COAT AT A RATE OF 0.35 GAL. PER SQ. YD.

NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.

5" MONOLITHIC CONCRETE ISLAND (STD. 852.01)R3

DOUBLE FACED CONCRETE BARRIER TYP T, T1 AND T2 (STD. 854.02)R4

PAVEMENT SCHEDULE

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO

LAYERS.C3

PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO

LAYERS.C4

PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D,

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,

AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO

BE PLACED IN LAYERS NOT TO EXCEED 1�" IN DEPTH.C2

D1AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,

D2AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.

PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0D,

PROP. APPROX. 9" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT

AN AVERAGE RATE OF 513 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.E3

PROP. APPROX. 10�" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT

AN AVERAGE RATE OF 598.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.E4

PROP. APPROX. 15" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT

AN AVERAGE RATE OF 570 LBS. PER SQ. YD. IN EACH OF THREE LAYERS.E5

PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO

THAN 5�" IN DEPTH.

BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATERE2 V1 VARIABLE DEPTH MILLING BITUMINOUS PAVEMENT (SEE DETAIL BELOW)

W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL BELOW)

AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO

LAYERS.C1

PROP. APPROX. 2�" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,

C5AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.

PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D,

V3 MILLING BITUMINOUS PAVEMENT, 1�" DEPTH

V2 MILLING BITUMINOUS PAVEMENT, 3" DEPTH

PROP. 6" AGGREGATE BASE COURSE.J

R1 2’-6" CONCRETE CURB AND GUTTER (STD. 846.01)

R2 CONCRETE EXPRESSWAY GUTTER (STD. 846.01)

CONCRETE SHOULDER BERM GUTTER (STD. 846.01)R5

EARTH MATERIALT

EXISTING PAVEMENTU

CL

POINT

CROWN

EXIST. EXIST.

VAR.

PAVEREMOVE EXIST. CURB &

U

C3

D1 E4

C3

U

C3

-Y1- (US 321)

V2

"21

17

V2

"21

17

USE TYPICAL SECTION NO. 1

TYPICAL SECTION NO. 1



-Y1- STA. 16+50.00 TO 24+00.00

T R1

6"

1:1

"21

17E4

R1

6"

1:1

"21

17E4

T

2’ 2’19’ 12’ 12’12’12’

.02.02

2:1 MAX

2:1 MAXGROUNDORIGINAL

2:1 MAX

2:1 MAX GROUND

ORIGINAL

-Y1- STA. 43+94.82 TO 45+00.00TYPICAL SECTION NO. 3


CL

POINT

CROWN

EXIST. EXIST.

VAR.


R3

U

C3

D1 E4

C3

CL

POINT

CROWN

EXIST. EXIST.

VAR. WIDENING

VAR.


GRADE TO THIS LINE

2’10’

1:1

6"

R1

U

2:1 MAX

T C3 C3

D1 E4 U

C3

D1 E4

C3

U

C3

-Y1- (US 321)

-Y1- (US 321)

2:1 MAX

"21

17

"21

17 "21

17

"21

17

"21

17

.02

T R1

6"

1:1

"21

17E4

R1

6"

1:1

"21

17E4

T

R1

6"

1:1

T

E4"2

117

2’ 2’

2’

12’ 12’12’12’

.02

.02.02

12’ 12’ 12’12’

GROUNDORIGINAL

2:1 MAX

2:1 MAXGROUNDORIGINAL

2:1 MAX

2:1 MAX GROUND

ORIGINAL

2:1 MAX

2:1 MAX GROUND

ORIGINAL

VAR. 19’ TO 36’

VAR. 19’ TO 36’

TRANSITION FROM EXISTING TO T.S. NO.1 -Y1- STA. 11+00.00 TO 12+50.00

-Y1- STA. 35+15.00 TO 41+69.82 -Y1- STA. 31+15.00 TO 35+15.00TRANSITION FROM T.S. NO.2 TO T.S. NO.3

-Y1- STA. 12+50.00 TO 16+50.00

10’

10’ 10’

10’

10’

-Y1- STA. 24+00.00 TO 28+30.00

NOTE: SEE PLANS FOR PROPOSED GUARDRAIL, ISLAND, AND TURN LANE LOCATIONS



R3

R3

-Y1- STA. 30+50.00 TO 31+15.00 (MIRROR)

-Y1- STA. 28+30.00 TO 30+50.00

GRADE TO THIS LINE GRADE TO THIS LINE

GRADE TO THIS LINEGRADE TO THIS LINEGRADE TO THIS LINE

GRADE TO THIS LINEGRADE TO THIS LINE GRADE TO THIS LINE





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PAVEMENT SCHEDULE

C3 3" S9.5C

4" I19.0CD1

E4 10�" B25.0B

R1

T

U EXISTING PAVEMENT

V2

EARTH MATERIAL

MILLING - 3.0"

2’-6" C & G

R3 MONOLITHIC ISLAND

HIN

GE P

OIN

T VARIABLE

SLOPES

2:1

6:14:16:1

VARIABLE

SLOPE

ORIGINAL GROUND

HIN

GE P

OIN

T

FO

R FIL

LS

FO

R C

UTS

CL

EXIST

0’ TO 12’

-L- I-85

14’VAR. WIDENING

4’ FDPS

6’ 10’15’

EXISTING

CROWN

POINT

U

C4

T

2:1 MAX

CL

POINT

CROWN

EXIST. EXIST.

VAR.


U

C3 C3

D1 E4 U

C3

D1 E4

C3



-Y1- (US 321)

30’

E5D2

"21

17 "21

17

21"

V2V2

"21

17

.02

.08

R1

6"

1:1

T

E4

"21

17

2’

.02

12’ 19’ 12’ 12’12’

-Y1- STA. 41+69.82 TO 43+94.82

2:1 MAX

2:1 MAX GROUND

ORIGINAL



2’10’

1:1

6"

2:1 MAX

T 2:1 MAX .02

GROUNDORIGINAL

R1

VAR. WIDENING 10’


R3

GRADE TO THIS LINEGRADE TO THIS LINE GRADE TO THIS LINE

-L- STA. 50+67.25 TO 68+00.00

GRADE TO THIS LINE

12’

C5 V3

"21

1





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PAVEMENT SCHEDULE

C3 3" S9.5C

C4

4" I19.0CD1

E4 10�" B25.0B

R1

T

U EXISTING PAVEMENT

V2

EARTH MATERIAL

3" S9.5D

E5 15" B25.0C

3" I19.0DD2

2’-6" C & G

R3 MONOLITHIC ISLAND

V3 MILLING - 1�"

C5 1�" S9.5D

MILLING - 3"

CL

4:1

POINT

GRADE

8’8’8’

CL

4:1

POINT

GRADE

8’8’8’


VAR. 12’ TO 18’

VAR. 12’ TO 24’

VAR. 12’ TO 18’

VAR. 12’ TO 24’

U

C1C1

E1E1

C1

W

VAR. 12’ TO 18’ VAR. 12’ TO 18’

GRADE TO THIS LINE

C1

E1



CL

10’

POINT

GRADE

2:1

-TRAIL-

2’ 2’2’

2:1 2:1

GRADE TO THIS LINE

.02.02

C1

J6" 6"



2:1 MAX

VAR 2:1 MAX

VAR 2:1 MAX

2:1 MAX

-Y2- (MARIETTA STREET)-Y3- (BULB AVENUE)

-Y2- (MARIETTA STREET)-Y3- (BULB AVENUE)

12’ 12’

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

P

"21

8

"21

6"21

6

"21

6

* *

-Y2- STA. 10+50.00 TO 16+50.00-Y2- STA. 19+50.00 TO 21+50.00

-Y3- STA. 10+45.00 TO 17+50.00-Y2- STA. 25+00.00 TO 26+53.73

.08.02 .02

.08

.08.02 .02

.08-Y2- STA. 16+50.00 TO 19+50.00-Y2- STA. 21+50.00 TO 25+00.00-Y3- STA. 17+50.00 TO 23+61.09

.08 .08

-TRAIL- STA 14+50.00 TO 47+89.65

4’

FDPS

4’

FDPS

4’

FDPS

4’

FDPS

* *

***

**

* *

**



1:1 1:1

T T

1:1

T T

1:1

1:11:1

TT





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PAVEMENT SCHEDULE

C1 2�" SF9.5A

4" B25.0BE1

T EARTH MATERIAL

U EXISTING PAVEMENT

W WEDGING

P

6" ABCJ

PRIME COAT

0.02 0.020.08

0.08

6:1

CL

0.02

GRADE

POINT

0.02

10’ 10’4’

4’ FDPS4’ FDPS

18’

0.02

4’ FDPS

2:1

GRADE TO THIS LINE

0.02

0.02

6"

INSET A

VARIABLE

7’

MA

TC

HLIN

E

INSET B INSET C

4’

CLCL CL

-RPD--RPA-

-RPD- -RPA-CL

8’8’

VAR. 12’ TO 24’

T

C3

E3D1 T

T

C3

D1 E3

C3

D1E3

MA

TC

HLIN

E

0.02

C3

C3

D1E3

D1E3

0.02

0.02

-RPD-CL8’8’

C3

D1E3

0.020.020.08

6:1

GRADE

POINT

0.02

10’

4’ FDPS

18’

MA

TC

HLIN

E

T

C3

D1

0.02 0.080.02

10’

4’ FDPS

GRADE TO THIS LINE

MA

TC

HLIN

E

T

C3

D1

TYPICAL SECTION NO. 10 USE TYPICAL SECTION NO. 10



13’ W/ GUARDRAIL 13’ W/ GUARDRAIL

13’ W/ GUARDRAIL 13’ W/ GUARDRAIL

R4

2:1 MAX

2:1 MAX

-RPD- STA. 29+61.82 TO 35+23.13

R4

VAR. 12’ TO 24’24’

POINT

GRADE

POINT

GRADEPOINT

GRADEPOINT

GRADE

R4

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

R2

16"

16"

-RPA- STA. 10+00.00 TO 23+41.77 (MIRROR)-RPD- STA. 10+00.00 TO 29+61.82 USE INSET A -RPD- STA 22+00.00 TO 35+23.13 LT USE INSET B -RPD- STA 26+50.00 TO 27+76.76 USE INSET C -RPD- STA 27+76.76 TO 29+61.82

-RPD--RPA- (MIRRORED)

HIN

GE P

OIN

T VARIABLE

SLOPES

2:1

6:1 4:1ORIGINAL GROUND

FO

R C

UTS

6’10’

HIN

GE P

OIN

T VARIABLE

SLOPES

2:1

6:1 4:1ORIGINAL GROUND

FO

R C

UTS

6’10’

1:1

14’ TO 8’

VAR.

16.41’ TO 8’

VAR.

0.02

6"T

C3

D1E3

MA

TC

HLIN

E

ORIGINAL GROUNDR5

INSET D

2’-4"

VAR

13’

7’-8" FDPS

USE INSET D -RPA- STA 12+00.00 TO 22+50.00 RT USE INSET D -RPD- STA 18+00.00 TO 20+50.00 RT

MA

TC

HLIN

E





2A-05I-5000

PAVEMENT DESIGN

6/2/99

09-J

UN-2015 10:3

6R:\

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way\

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Rdy_typ.d

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$$$$

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ER

NA

ME$$$$

PAVEMENT SCHEDULE

C3 3" S9.5C

4" I19.0CD1

9" B25.0BE3

R2 EXPRESSWAY GUTTER

R4

T

U EXISTING PAVEMENT

DOUBLE FACED BARRIER

EARTH MATERIAL

R5 SHOULDER BERM GUTTER

CL

POINT

CROWN

EXIST.

EXIST. EXIST.

U

-LPB- (I-85 LOOP B)



-LPB- STA. 11+28.15 TO 15+20.00

12’ 4’

EXIST.

4’

6:1

18’

ORIGINAL GROUND

0.08

T

6’

CL

POINT

CROWN

EXIST.

U

-LPB- (I-85 LOOP B)



-LPB- STA. 15+20.00 TO 16+99.28

12’ 4’

EXIST.

4’2’10’

1:1

6"

R1

2:1 MAX

T

ORIGINAL GROUND

2:1 MAX

.02

12’ 2’ 10’

1:1

6"

2:1 MAX

T

ORIGINAL GROUND

2:1 MAX

.02R1

HIN

GE P

OIN

T VARIABLE

SLOPES

2:1

6:14:1

FO

R C

UTS

6’10’

SLOPE

30’

VARIABLE

HIN

GE P

OIN

T

FO

R FIL

LS

2:1 M

AX

GRADE TO THIS LINE


E3E3

16"16"





2A-06I-5000

PAVEMENT DESIGN

6/2/99

09-J

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PAVEMENT SCHEDULE

R1

T

U EXISTING PAVEMENT

EARTH MATERIAL

2’-6" C & G

9" B25.0BE3

RETAIN

SYSTEMRETAIN

18" (RCP-III)

24"

EST 7 SY FFEST 2 TONSCLASS ’B’ RIP RAP





24" (RCP-III)

15" (RCP-III)

15"

15"

EXISTING 18" RCPCOLLAR AND EXTEND

15" (RCP-IV)

SY

TE

MTIE

TO

EXIS

T

57 L.F. OF 15" RCPREMOVE CB AND

END PIPE WITH 728.13 INV2.0% SLOPE DOWN TO OPEN728.88 INV AT GUTTER AND 3’ WIDE CONCRETE FLUME.REBUILD FLUME WITH 38 L.F.

18"

SYSTEMRETAIN

15"

15" (RCP-IV)

(RCP-IV)

15"

SYSTEMRETAIN

SYSTEMRETAIN


WITH TBJB W/ MHREMOVE CB AND REPLACE

CO

NN

EC

TO

RS

AN

D

W/

RO

D

&

LU

G

15"

W/

ELB

OW

S

SEE DETAIL 5SPECIAL CUT DITCH

SEE DETAIL 5SPECIAL CUT DITCH

729.70’

730.50’

PROP TAIL DITCH

EXIST GROUND

EST 12 CY DDESEE DETAIL 17STANDARD ’V’ TAIL DITCH

INVERTSVERIFY LOCATION AND CONTRACTOR TO FIELDTIE TO EXIST SYSTEM

EXIST CBADJUST

EXIST CBADJUST


RETAIN

RETAIN

15" (RCP-IV)

RETAIN


RETAIN


18" (RCP-III)

15" (RCP-IV)

RETAIN

REMOVE

15" (RCP-IV)

18" (RCP-IV)

15" (RCP-IV)

RETAIN

RETAIN

JB W/ SLAB LIDCONVERT TO BLIND

RETAINSYSTEMTIE TO EXIST

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.


4I-5000

09-J

UN-2015 10:3

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8/17/99



NC

GRID

NA

D 83/

NS

RS 2007

US 321

-Y1-

US 321

-Y1-

-Y3-

BU

LB

AVE

-Y5-

TU

LIP

DR.

US 321 & BULB AVE/ TULIP DR

US 321

-Y1-

US 321

-Y1-

US 321 & RANKIN LAKE RD.

-Y4-

RA

NKIN

LK

RD.

2035 ADT

2015 ADT

2035 ADT

2015 ADT

FOR -Y1- PROFILE SEE SHEET 10

FOR -Y3- PROFILE SEE SHEET 12

FOR -RPD- PROFILE SEE SHEET 14

PROP. MONOLITHIC ISLAND

REVISED SIGNALS

55100

46507

55900

47159

600

452

4800

3615

200

126

400

326

2100

1581

2700

2033

55900

47159

59100

49544

2100

1581

5900

4419

5100

3841

800

578

1600

1230

500

352

FOR DRAINAGE DETAILS SEE SHEET 2-F

MA

TC

HLIN

E -Y1- STA. 25+

00 SEE S

HEET 5

MATCHLINE -Y3- STA. 14+00 SEE SHEET 8

S

S

S

15" RCP

CBCB

CB

15"

RCP

18" R

CP

24" R

CP

24" R

CP

15"

RC

P

15" RCP

15" RCP

24"

RC

P

18"

RC

P

18"

RC

P

8"

VC

15" RCP

15" RCP

15" R

CP

15" R

CP

15" R

CP

24"

RC

P

12" HDPE

CB

18"

RC

P

18"

RC

P

12"

RC

P

CB

CB

CB

18"

RC

P

24" RCP

24" RCP

18" R

CP

DI

15" RCP 15" R

CP

8" P

VC

8" P

VC

8" PVC

15"

RC

P15

" R

CPCB

DI

FES

8" VC

15" RCP

30"

RCP

36"

CM

P

15" RCP

EVIAN PROPERTIES LLC

GULLICK TAYLOR INVESTMENT CO

THOMAS C DAVIS HEIRS

N 80°18’2

3"

E

97.9

8’

S 34

°18’48" E

88.0

0’

N 15°05’50" E44.40’

N 15°05’50" E

82.52’

N 15°09’29" E

110.47’N 89°13’0

5"

W237.6

7’

N 89°14’3

0"

W

189.14’

N 15°01’07" E85.58’

N 15°05’58" E345.42’

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EXISTING R/W VARIES

EXISTING R/W VARIES

150.0

0’

12.5’ S

W EASE

MENT

12.5’ SW EASEMENT

9.0’ SW EASEMENT

9.0’ SW EASEMENT9.0’ SW EASEMENT

N 14°14’20" E

288.88’

35.0’ GENERAL ACCESS AND UTILITY EASEMENT

BY1-25

BY1-26

BY1-24

BY1-22

v

1SBLKBUS

CONC

CHL72"

30" C&

G

30" C&G

CONC

72" CHL

72" CHL

CONC

CONC

CB

72"

CHL

24" C&G

CB

CO

NC

24" C&G

30" C&G

30" C&G

30" C&G

24"

C&

G

24"

C&

G

24"

C&

G

28’

BS

T

24"

RC

P60"

CO

NC

60" CONC

60" CONC

60" C

ON

C

30" C&G

CONC

24" C

&G

6" CURB24" C&G36" WOOD

36"

WO

OD

24"

C&

G

30"

C&

G

CO

NC

60" CHL 3SBW

U/MTL CANOPY

6 GAS PUMPS

6 ISL

30" C

&G

30" C

&G

30" C

&G 24" C

&G

24"

C&

G

CHL60"

CONC 24" C

&G

24" C&G

24" C&G

60" C

ONC

15" HDPE15" RCP

24"

C&

G

24"

C&

G

24’ BST

60" C

ON

C

60" CONC

60" C

ONC

72" CHL

72" CHL

72"

WO

OD

60"

WO

OD

S

24"

C&

G

24" C&G

60" CONC

CB

GA

TE

24"

C&

G

24" C&G

24" C&G

24" C&G

24" C&G

CB

CONC

21’ BST

31’ B

ST

CH

L

72"

72" CHL

60" CONC

BK

72" CHL

24"

C&

G

24"

C&

G

24" C&G

24" C&G

24" C&G

24"

C&

G24"

C&

G

24"

C&

G24"

C&

G

24" C&G

24" C&G

60" CONC

GA

TE

2SMTLBUS

1SBKBUS

28’

BS

T

BK

CONC

CO

NC

CONC

24" C&G

24" C&G

24" C&G24" C&G

24" C&G

24" C&G

24" C&G

24" C&G

TU

LIP

DRIV

E 42’

BS

T

30" C&G

BST

CO

NC

REESE CARPENTER’S WAY 20’ BST

CO

NC

60" CONC

60" CONC

60"

CO

NC

60" CONC

30" C&G

30" C&G

30" C&G

BK

30" C&G

CB

CB

30"

C&

G

24" C&G

24" C&G BK

18"

RC

P

1SBKBUS

WALL

84"

CU

RB

12"

CONC

12" C&G

DI

15"

RC

P

84"

BK

CO

NC

72" CHL 3SBW

1SBLKBUS

1SMTLBUS

BST PA

BST PA

WA

LL

BK

24"

C&

G

GATE

CONC

PR

OP

ANE T

AN

K

PR

OP

ANE T

AN

K

CA

NO

PY

24" C&G

24" C&G

DISMANTLED RAILROAD 11’ GR

W

AL

L

36"

BL

K

10’ BLK WALL

LT

LT

LT

SIG

NA

L

SIG

NA

L

LT

SIG

NA

L

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXIS

TIN

G R/

W

EXIS

TIN

G

R/

W

DR

AIN

AG

E/

UTILIT

Y

EA

SE

ME

NT

42’

AC

CES

S

AN

D

GE

NE

RA

L

DR

AIN

AG

E/

UTILIT

Y

EA

SE

ME

NT

42’

AC

CES

S

AN

D

GE

NE

RA

L

EXISTING R/W

EXISTING R/W

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

HH

HH

HH

HH

HH

HH

HH

HH

6" STEEL

2"

ST

EE

L

4" STEEL

2" STEEL

4"

PL

AS

TIC

6" A.C.

6"

C.I.

8"

A.C.

12"

A.C.

12" C.I.

12" C.I.

30" MATERIAL UNKNOWN

8"A.C.

30" MATERIAL UNKNOW

12"A.C.12"A.C.

30" MATERIAL UNKNOWN

W

W

W

CABNET

POWER

METER

POWER

ST

ATIO

N

TES

T

GA

S

CA

BN

ET

PO

WE

R

VE

NT

LIN

E

GA

S

6" STEEL

36" T

YPE

UN

KN

OW

N

24"

D.I.

24" D.I.

GEORGE COPSIS

PAMA-321 LLC

WESTLINE LLC

TITUS GREENE

DEACON PROPERTIES LLC

DB 4440 - PG 2332

PB 12 - PG 45

WATSON INVSTMNT CO OF GAST INC

PROPERTIES SUBJECT TO MULTIPLE DRAINAGE AND UTILITY EASEMENTS AS SHOWN ON PB75 PG 43

DB 994 PG 573

PB 70 PG 29

DB 4451 PG 1591

PB 75 PG 43

DB 4444 PG 1265

PB 75 PG 43

DB 4444 PG 946

PB 75 PG 43

DB 4444 PG 950

PB 75 PG 43

DB 358 PG 148

DB 3672 PG 448

DB 4530 PG 1886

71.99’

+53.6

6

77.7

1’+53.4

3

37.58’

+08.90

BST PA

CB

GR

GR

GR

GR

LT

LT

LTLT

LT

LT

LT

LT

BST

GR

EOI

LT

GR

LT

LT

LT

LT LT LT

LT

LT

LT

LT

S

LT

LT

DIDI

FES

DI

HW

CONCLT

DI

CB

LT

LT

LT

CBLT

CB

LT

LT

LT

1SFBUS

LT

LT

S

EIP

LT

W/

DI

DI

SIGNALEOI

LT

CB

LTDI

LT

CB

LT

S

SIGNAL

LTLT

LT

BST PA

LT

LT

WALL

BLK

72"LT

LT

CB

LT

LTLT LT

LT

LT

S

TANKS

U/G

CONC

BST PA

CONC

W/LT

LT

LTLT

VARING HEIGHT

BLK WALL

JB

POSSIBLE

DI

DI

CB

CB

BST PA

BST PA

CONC

BK

CB

CB

W/LT

RCP

15"

G

S

CONC

NATIONAL RETAIL PROPERTIES LPDB 4313 PG 588

PB 63 PG 38

DISMANTLED RAILROAD 10’ GR

40.0

0’

MAINTAINED (PB 70 PG 29)

40.0’ EXISTING PUBLIC R/W PRIVATELY

24" C

&G

S 89°15’3

6"

E

103.4

0’

S 01°46’43" W100.00’S 01°21’17" E 100.00’

S 04°43’17" E 100.00’

S 08°05’17"

E 100.00’

S 09°13’17"

E 300.00’

S 08°44’17"

E 100.00’

S 05°15’17" E 100.00’

S 01°07’17" E 100.00’S 02°45’43" W

100.00’S 06°35’43" W 100.00’

S 10°30’43" W100.00’

154.6

2’ (T

OT

AL)

Elv. 730.2

8

E 13

47223.9

301

N 567621.2715

TH 7

Elv. 718.5

4

E 13

47214.2

869

N 566901.5903

TH 10

42" RCPCB

SIGNAL

12"

CM

P

CO

NC IS

LA

ND

30"

C&

G

24"

C&

G

S

CONC

CO

NC

STANFORD LLC

PB 80 PG 101DB 4260 PG 749DB 4091 PG 737

CB

CBCB

Elv. 730.2

8

E 13

47223.9

301

N 567621.2715

TH 7

Elv. 718.5

4

E 13

47214.2

869

N 566901.5903

TH 10

24’

36’+85.00

84’

+50.0

0

-Y4-

PI Sta 12+47.29

D

L = 134.49’

T = 67.40’

R = 798.00’

PI Sta 11+07.40

D

L = 150.34’

T = 77.84’

R = 235.00’

CAT-1

-Y1-

-Y3-

.00

.01

.02.02

-Y1-

-RPD- PT Sta. 35+90.81

20+00

-Y1-

25+00

-Y1-

35+00

-R

PD-

150’

TAP

ER -Y1- POT Sta. 12+20.21

-Y3- POT Sta. 10+00.00

PROP. 8"x12" C

URB

-RPD-

-Y1- POT Sta. 24+22.38

84’

-Y1- POT STA. 11+00.00

BEGIN PROJECT I-5000

84’

CHL FENCEBEGIN 5’

66.00+40.00

(RPD)

30.00

98.00

37.00

+00.00

(Y3)

(Y3)

+00.00

77.0037.00

77.0037.00

+70.00(Y3)

+50.00

(Y3)37.0030.00

+00.00(Y3)

91.00

91.00

+31.41

(Y1)

1

3

4

2

95.00

5

6

7

8

9

EXIST. R/W

57.00

EXIST. R/W

(Y1)+00.00

(Y1)+40.00

EXIST. R/W

(Y1)+15.00

(Y1)+00.00

(Y1)+05.00

EXIST. R/W

111.00

(RPD)+35.00

81.00

+50.00(RPD)

(Y1)+82.00

EXIST. R/W

(Y1)+29.0095.00

(Y1)+50.00

(Y1)+75.00

EXIST. R/WEXIST. R/W

EXIST. R/W

(Y1)+65.00

EXIST. R/W

EXIST. R/W

(Y1)+05.00

(Y1)+80.00130.00

78.29

+28.77

+71.00

(Y1)

(Y1)

113.47

230.47

+55.00

+38.00

(Y1)

(Y1)

0405

0403

0404

0400

0401

0410

0407

0412

0409

CB

CB

0414 0415

0423

0422

0420

0421

0418

DI

CB

OEP

0419

JBEXIST

W/ MHTBJB

DI DI

2GI

A A

2:1 2:1

PROPOSED TAIL DITCH

A-A

0427

DI

0425

0430

0429

CB

0431

0432

0433

CBCB0434

0435

CB

CB0437

0436CB

0438

0439

0416

0440

0442

0443 0444

DI

DI

0428

DI

0426

CBJBBLIND

F F F F FF FF

F

F

F

F

F FF

F F

F

FF

F

F

F

FF

FF F

F F F

FF F F F

F F

FF F

F

F

F

F

F

F

C

F C

C

C

C

C

F

F

C

C

C

F

SYTEMTIE TO EXIST

AND SYSTEMREMOVE CB


15"

15"

AND SYSTEMREMOVE CB

SYSTEMRETAIN

SYSTEMRETAIN

SYSTEMRETAIN

15"

(RCP-IV)

15"

(RCP-IV)

15"

15"

(RCP-IV)

18"

(RCP-IV)

18"(RCP-III)

18"

(RCP-IV)

15"

15"

15"

(RCP-III)

24"

SYSTEMCB ANDREMOVE

15"


(RCP-III)24"

SYSTEMRETAIN

18" (RCP-IV) 18" (RCP-III)

(RCP-IV)

15"

(RCP-IV)

15"

SEE DETAIL 4LATERAL ’V’ DITCH

SEE DETAIL 1SPECIAL LATERAL ’V’ DITCH

-RPA- STA. 22+39 (RT)END SBG

EST 45 SY FFEST 20 TONSCLASS ’B’ RIP RAPSEE DETAIL 14TOE PROTECTION

CONNECTORS

AND W/ ROD & LUG

18" W/ ELBOWS

CONNECTORS

AND W/ ROD & LUG

15" W/ ELBOWS

CONNECTORS

AND W/ ROD & LUG

15" W/ ELBOWS

CONNECTORS

AND W/ ROD & LUG

18" W/ ELBOWS

SYSTEMRETAIN

AND SYSTEMREMOVE CB

DRAINGRADE TO


EST 45 SY PSRMSEE DETAIL 8TOE PROTECTION

15" (RCP-IV)

TIE TO PROP CURBADJUST TOP

CB TO DICONVERT

(RCP-IV)

15"

(RCP-IV)

15"

SEE DETAIL 12FALSE SUMP


GUIDANCE)DETAIL 13 FOR GENERAL(SEE PROPOSED GRADINGINSTALLED.EROSION CONTROL MEASURESSTABILIZED AND APPROPRIATEALL GRADED AREAS TO BEOVERBANK TOPOGRAPHY.BACK TO MATCH NATURALAND GRADE EMBANKMENT REMOVE EXISTING BRIDGE

EST 160 SY GEOEST 150 TONSCLASS II RIP RAP

EST 50 SY GEOEST 45 TONSCLASS II RIP RAP

ADJUST CB

EXIST SYSTEMTIE INTO

(RCP-IV)

15"

(RCP-IV)

15"

AND EXIST CBREMOVE EXIST 18"

AND EXIST CBREMOVE EXIST 18"

(RCP-IV)

15"

(RCP-IV)

15"

(RCP-IV)

15"

DRAINGRADE TO


SEE DETAIL 23

EST 75 SY C

OIR FIBER MATTING

EST 155 SY F

ILTER FABRIC

EST 75 T

ONSCLASS

II RIP RAP

CHANNEL IMPROVEMENTS

SEE DETAIL 25EST 135 SY FFEST 65 TONSW/ CLASS ’B’ RIP RAPSPECIAL CUT DITCH

SEE DETAIL 25EST 150 SY FFEST 70 TONSW/ CLASS ’B’ RIP RAPSPECIAL CUT DITCH

(RCP-IV)

30"

SEE DETAIL 15EST 15 SY FFEST 12 TONSCLASS II RIP RAPPROTECTIONRIP RAP EMBANKMENT

EST 20 CY DDES = 0.50%SEE DETAIL 21STANDARD 3’ BASE TAIL DITCH

NC GRID

NAD 83/NSRS 2007

MATCHLINE -Y1- STA. 35+00

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


5 I-5000

09-J

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6R:\

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8/17/99



RPD

PI Sta 18+98.35

D

L = 594.77’

T = 336.40’

R = 510.00’

RPA

PI Sta 31+99.63

D

L = 72.93’

T = 38.17’

R = 100.00’

PI Sta 29+47.66

D

L = 70.19’

T = 42.27’

R = 50.00’

PI Sta 25+52.21

D

L = 139.57’

T = 69.96’

R = 800.00’

PI Sta 23+96.79

D

L = 171.58’

T = 86.12’

R = 800.00’

PI Sta 31+09.98

D

L = 851.26’

T = 456.25’

R = 954.93’

-Y2-

PI Sta 12+94.85

D

L = 90.13’

T = 45.56’

R = 250.00’

-Y4A-

MATCHLINE -Y1- STA. 25+00 SEE SHEET 4

SE = 08

RO = 240’SE = 08

RO = 240’SE = 06

RO = 150’

US 321

-Y1-

I-85

US 321 & I-85

-L-

I-85

-L-

US 321

-Y1-

2035 ADT

2015 ADT

146600

112081

134200

101596

59100

49544

26300

22078

8300

6226

6000

4370

18500

13167

28600

24896

PI Sta 33+37.22

D

L = 60.94’

T = 31.09’

R = 125.00’

PI Sta 25+10.33D

L = 470.93’T = 235.95’R = 3,000.00’

PI Sta 32+27.75D

L = 309.89’T = 165.93’R = 350.00’

REVISED SIGNAL

PAVEMENT REMOVAL


FOR -TRAIL- PROFILE SEE SHEET 15FOR -RPD- PROFILE SEE SHEET 14FOR -RPA- PROFILE SEE SHEET 13FOR -Y1- PROFILE SEE SHEET 10FOR DRAINAGE DETAILS SEE SHEET 2-F

PI Sta 34+20.98

D

L = 43.70’

T = 22.21’

R = 100.00’

-TRAIL-

SEE SHEET 9

STA. 3

5+50

-TRAIL-

MATC

HLIN

E

SEE

SHEE

T 6

MATCHLIN

E -R

PA- S

TA. 18

+50

-BY1- 27

18" RCP

18" RCP

15"

RC

P

CB

15" RCP

15" RCP

15" RCP 18"

RC

P

18" RCP

18" R

CP

15" R

CP

CB

15" R

CP

DI

CBCB

24" RCP

18" R

CP

CB

CONC HW

15"

RC

P

8" V

C

24" RCP

24"

RCP

24" RCP

24" R

CP

24"

RC

P

12" DIP

8" V

C

8"

VC

8" VC

8" DIP

30" R

CP

15" RCP

18" RCP

18" R

CP

FES

DONALD W BARKLEY

DO

NA

LD

W

BA

RK

LE

Y

GURU KRUPA LLC

GUS N KARRES

NATIONAL RETAIL PROPERTIES LP

KRUPRAN LLC

MAYA LODGING LLC

MAYA MTEL LLC

S 89°23’09" E 263.02’

N 49°0

7’59" W

78.48’

N 66°25’58" W162.41’

N 89°42’37" E 82.01’

S 00°15

’16" E

81.2

2’

N 65°54’14" W9.78’

N 11°5

0’2

5"

W14

5.9

0’

S 23°5

4’3

5"

W251.00’

S 89°23’09" E

33.65’

N 89°42’13" E21.29’

N 89°24’22" W

119.16’

EIP

EIP

N 69°35’11" W

6.30’

S 63°16’08" E148.03’

S 02°18’0

9"

W118.5

0’

S 71°00’29" E

4.69’

EIP

EIP

EIP

EIP

EIP

EIP

EIPEIP

EIP

S 49°35’20" E

99.6

9’

EXIS

TIN

G

R/

W

VA

RIE

S

EXIS

TIN

G

R/

W

VA

RIE

S

EXISTING R/W VARIES

S 78°55’25" E75.46’

S 76°31’57" E62.51’

S 53°29’20

" E

128.23’

EIP

EASEMENT

INGRESS/EGRESS

WATER VAULTS

EASEMENT FOR

N 72°02’13" W294.48’

MA013R-2

BY3-34

BY3-33

BY3-28

BL-20

GR 18

" RCP

S

30" C&G

S

SOIL

SPR

OP

AN

E

MTL

MTL

48"

WD

RAIL

72"

WD

WA

LL

&

DIS

MA

NT

LE

D

RAIL

RO

AD (G

RE

EN

WA

Y) 11’ B

ST

5’ CMB

60"

CH

L

&

3S

BW

CONC

6" CURB

6"

CU

RB

CBCB

30" C&G

MTL

MTL

MTL

MTL

CONC

S

RANKIN LAKE ROAD 21’ BST

RAN

KIN LAKE

ROAD 22’ B

ST

CONC

CONC

CONC

30" C

&G

CONC

72"

CH

L

60"

CH

L S

6"

CU

RB

CO

NC

G

R

1SBKB

US

6" C

URB

CONC

CURB

CO

NC

CO

NC

24" C

&G

TANKS

U/G

30" C

&G

CO

NC

BR

OA

DC

AS

T S

TR

EE

T 26’ BS

T

24"

C&

G

24" C&G

6"

CU

RB

6"

CU

RB

S

24" C&G

CO

NC

CONC

1SBKBUS

CONC

CO

NC

CO

NC

CO

NC

CO

NC

24" C&G

24" C&G

CB

30" C&G

CO

NC

CONC

84" CHL

18" C&G18" C&G84" CHL

24"C

&G

24"C

&G

24"C&G

84" CHL

22’ BST

CO

NC

BST PA

BST PA

24" C&G

24" C&G24" C&G

24" C&G

24" C&G

24" C&G

24" C&G

24" C&G

24" C

&G

24" C&G

24" C&G

48" BLK WALL

24" BLK WALL

CO

NC

2SFBUS

CO

NC

DI

60"

CH

L

CO

NC

12" C

&G

12"

C&

G

60"BLK WALL

CO

NC

CONC

9’ BST

4’ BST

CO

NC

WA

LL

WW

ROCK

WW

ROCK

WW

ROCK

WW

ROCK

1SB

KB

US

BST PA

72"

CO

NC

WA

LL 48"

FE

NC

E

60"

CH

L 3S

BW

RAMP 16’ BST

RAMP

BS

T

PA

S

S

S

WALL

US 321 S

OU

TH

CH

ES

TE

R

ST

RE

ET 58’

BS

T

US 321 S

OU

TH

CH

ES

TE

R

ST

RE

ET 39’

BS

T

CAN

13’ BST

10’ BLK WALL

60" CONC WALL

SIGNAL

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LTLT

LT

LT

LT

LT

LT

SIGNAL

LT

LT

LT

EXISTING R/W

EXISTING R/W

60.0

0’

EXIS

TIN

G

R/

W

72"

BL

K

WA

LL

EXIS

TIN

G

R/

W

100.00’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

100.00’

EXIS

TIN

G

R/

W

234

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

HH

HH

HH

HH

HH

HH

HH

6"

ST

EE

L

6" C.I.

8" C.I.

12"

C.I.

TT

HH

HH

HH

2"

MA

TE

RIA

L

UN

KN

OW

N

MA

RK

ER

GA

S

ST

ATIO

N

TES

T

GA

S

VA

UL

T

WA

TE

R

VA

ULT

WATER

PIPE

WATER

T

T

SIZ

E

&

TY

PE

UN

KN

OW

N

36"

TY

PE

UN

KN

OW

N

8" C.I.

24" D.I.

24"

D.I.

24" D.I.

EOI

VAULT

WATER

VAULT

WATER

VAULT

WATER

STATION

TEST

GAS

CABNET

WATER

LT

CABNET

WATER DONALD W BARKLEY

DO

NA

LD

W

BA

RK

LE

Y

CITY OF GASTONIA

TANK

GAS

CABNET

GAS

STATION

TEST

GAS

DB 2954 - PG 523

CHARLES A BARKLEY, JR


CITY OF GASTONIA

STATION

TEST

GAS

CABNET

POWER

BL-21

DB 4524 PG 71

DB 3010 PG 671PB 4 PG 117

DB 4086 PG 828

PB 68 PG 119

DB 4313 PG 588

PB 63 PG 38

DB 2594 PG 827

PB 35 PG 66DB 3010 PG 673

PB 68 PG 119

DB 2954 PG 517

PB 4 PG 117

DB 1004 PG 528PB 4 PG 117

DB 10

04 P

G 528

PB 4 P

G 117

DB 10

04 P

G 528

DB 1074 PG 652

DB 1074 PG 652

DB 358 PG 148

74.9

1’

+77.9

9

94.7

3’

+52.4

6

87.21’

+05.66

CB

CB

DI

LT

LT

CONC

LT

LT

4SFBUS

BST PA

LT

CB

CB

BST PA

S

LT

BST PA

13.78’N 00°03’08" E

EOI

LT

LT

LT

1SFBUS

CB

BST PA

LT CB

BST PA

GR

CANOPY

U/MTL

PUMPS

3 GAS

3 ISL

1SFBUS

BST PA

BST PA

CB

CB

CONC

CB

LT

GRCB

LT

EOI

LT

LT

BST

SIGN

CONC

DB 358 PG 148


; ;;

;

GULLICK TAYLOR INVESTMENT CO

DB 3672 PG 44830

" RCP

S 05°12

’43" W

113.8

4’

30.0

0’

30.0

0’

GREEN

WAY TRAIL EASE

MENT CIT

Y OF GASTONIA

GREEN

WAY TRAIL EASE

MENT CIT

Y OF GASTONIA

SA

NIT

ARY SE

WER EASE

MENT

SA

NIT

ARY SE

WER EASE

MENT

GREENWAY TRAIL E

ASEM

ENT

MB

79 P

G 43

DB 45

84 P

G 1883

CITY OF

GAST

ONI

A

GREENWAY TRAIL E

ASEM

ENT

Elv. 728.45

E 1347093.1404

N 565496.8077

TH 9Elv. 726.73

E 1347178.6111

N 565501.4301

TH 11

Elv. 728.45

E 1347093.1404

N 565496.8077

TH 9Elv. 726.73

E 1347178.6111

N 565501.4301

TH 11

24’

+40.00

-Y4A- PT Sta. 13+39.42

CAT-

1

.02

.01

.00

.01

.02

.08

.07

.06

.05

.04

.03

.02

.02

.03

.04

.05

.06

.07

.08

.01

.00

.06

.05

.04

.03

.02

.01

.00

.01

.02

-Y1-

25+00

30+00

20+00

-Y4A-

-Y4A-

10’

+79.3

4

-L-

-R

PA-

-R

PD-

-TRAIL- POT Sta. 30+37.36

-RPD- POC Sta. 31+64.31

-RPA- POT Sta. 23+41.77

OFFSET 16.0’ RT.

PC Sta. 33+06.13

PT Sta. 33+67.07-TRAIL-

-TRAIL-

PT Sta. 34+42.47

PC Sta. 33+98.77-TRAIL-

-TRAIL-

PIs Sta 10+84.10F

Ls = 125.00’LT = 84.10’ST = 42.37’

PI Sta 13+33.01D

L = 283.81’T = 208.01’R = 150.00’

PIs Sta 14+51.18F

Ls = 125.00’LT = 84.10’ST = 42.37’

-RPD- PT Sta. 33+71.71

-RPD- POT Sta. 29+61.82

-RPD- PT Sta. 27+45.31

-LPB- ST Sta. 15+33.81

SC Sta. 11+25.00

-LPB-

ST Sta. 10+00.00

-LPB-

CS Sta. 14+08.81

-LPB-

48’

4’PS

16’

-LPB-

SE = EXIST.

25+00-Y1-

25+00-Y1-

30+00-Y1-

35+00-Y1-

-L- 40+00

-Y1- POT Sta. 30+97.46

-LPB- POT Sta. 17+34.06

15+00

-LPB-

25+00

30+00

35+00-RPD-

-TRAIL- PC Sta. 23+10.67

-TRAIL- PRC Sta. 24+82.25

-TRAIL- PT Sta. 26+21.82

-RPA- PT Sta. 21+56.71


-Y4A- POT Sta. 10+00.00

-Y4A- PC Sta. 12+49.29

-L-

90’

150’

TAP

ER

TYP.

TYP.

+29.81

+41.82

30’

30’

30’

TYP.

+45.31

TYP.

25’

-RPD- PC Sta. 30+61.83

102’



28’

16’

-RP

D-

-

TR

AIL-

-T

RAIL-

-Y1-

AT-1

AT-1

+50.00

GUARDRAIL BARRICADE

35+00



BEGIN CMAQ FUNDING

TO ENDWALLSTIE TRAIL FENCE

TO ENDWALLSTIE TRAIL FENCE

125.00

66.00

+55.00

+20.00

111.00

+20.00

66.00

148.00

148.00

+88.00

+20.00

92.00

+05.00

+74.00

(RPA)

(RPA)

82.79

50.00 92.00

50.00

(RPA)

50.00

135.00

+00.00

(RPA)

50.00

+56.71

(RPA)

92.00

(RPD)

(RPD)

(RPD)

(RPD)

(RPD)

120.00

9

10

10

3

3

15

15

15

15

EXIST. R/W(RPA)

EXIST. R/W

50.0092.00

(RPA)+41.00

50.0092.00

(RPA)+05.00

50.0092.00

+56.71

(RPA)

92.00

EXIST. R/W

(RPD)+81.00

(RPD)+46.00

(RPD)+72.00

(RPD)+57.00

213.00

191.00

148.00

66.00

+71.71(RPD)

4

+75.00

+00.00

50.00

50.00

-Y4A-

-Y4A-

30.00

30.00

111.00

+05.00(RPD)

13.02

+44.13(TRAIL)

15.45

26.00

+88.81

+20.00

(TRAIL)

(TRAIL)

29.49

+33.63(TRAIL)

11

0500

0501

DI

0509

0508

0507

0506

0505

0504

CB

DI

2GI

CB

MHJB W/

0510

0511

0512OTCB

OTCB

PSH

0516 0515

0517

0520

0521

0522

PSH

2GI2GI

2GI

2GI

2GI

2GI

0519

0518

0528

0526

0525

0524

PSH2GI

2GI

0523

2GI

0532

MH COVERJB W/

0531

0514

2GI

2GI

0513

2GI

0533

0527

2GI

OEP

2GI

REMOVE 24"

18"

RE

MOVE

RE

MO

VE 15

"

REMOVE 18"

0536

2GI

0538

2GI

0537

0529

0539

0540

CBOTCB

(RCP-IV)

18"

RCBC14’x10’ P

EDESTRIAN0503

CB

CB0502

0530

DI

0541 CB

CB0542

0534

CB

0543

FES

0535

F

F

F

FF

F

F

F

F

F

F

F

F

F

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

C

C

C

F

FC

F

F

C

F

C

C

F

F

C

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FF

F

F

F

F

F

F

F

F

F

F

F

(RCP-III)

24"

(RCP-IV)

15"


SYSTEMRETAIN

SYSTEMRETAIN

SYSTEMRETAIN

CB TO DICONVERT

24"

SYSTEMRETAIN

15"

30"


15"


SYSTEMRETAIN

SYSTEMEXISTTIE TO

SYSTEMRETAIN

EST 7 SY FFEST 2 TONSRIP RAPCLASS ’B’

SEE DETAIL 4LATERAL ’V’ DITCH

SEE DETAIL 2EST 600 SY PSRMLATERAL 2’ BASE DITCH

SYSTEMRETAIN

REMOVE

ABANDONPLUG, FILL, AND

SYSTEMRETAIN

CB TO DICONVERT

SYSTEMRETAIN

SYSTEMRETAIN

WITH TBJB W/ MHREMOVE CB AND REPLACE

FLUMEEXISTINGREMOVE

3@8’X9’ RCBCRETAIN

-RPA- STA. 12+00 (RT)BEGIN SBG


CONNECTORS

AND W/ ROD & LUG

15" W/ ELBOWS

44+48 (LT)-L- STA.BEGIN SBG

45+30 (LT)-L- STA.END SBG

-RPD- STA. 20+50 (RT)END SBG

-RPD- STA. 18+00 (RT)BEGIN SBG

CONNECTORS

AND W/ ROD & LUG

15" W/ ELBOWS

CONNECTORS

AND W/ ROD & LUG

15" W/ ELBOWS

EXTENSIONRCBC3@8’x9’





SEE DETAIL 3EST 175 SY FFEST 115 TONSCLASS I RIP RAPLATERAL BASE DITCH


RETAINRETAIN

TO EXIST 24"TIE PROP CB

(RCP-IV)

15"

24"

RETAIN

(RCP-IV)

15"(RCP-III)

15"

(RCP-III)

15"

W/ MH COVERCB TO JBCONVERT

SYSTEMTIE TO EXIST

(RCP-IV)

15"


15"

CONNECTORS

AND W/ ROD & LUG

24" W/ ELBOWS

3 @ 8’ X 10’ RCBCTIE TO PROP

CONNECTORS

AND W/ ROD & LUG

24" W/ ELBOWS

SEE DETAIL 9EST 70 SY FFEST 40 TONSCLASS I RIP RAPSPECIAL LATERAL ’V’ DITCH

SEE DETAIL 1’V’ DITCHSPECIAL LATERAL

ELEV = 714.87FILL W/ GROUT TOJB W/ MH COVERCONVERT CB TO

(RCP-IV)

15"

TO JB W/ MH COVERCONVERT EXIST CB

(RCP-III)

24"

(RCP-IV)

15"

SEE DETAIL 18EST 280 SY PSRMEST 90 TONSCLASS ’A’ RIP RAPUTILITY ACCESS ROAD

SEE DETAIL 19EST 500 SY PSRMEST 150 TONSCLASS ’A’ RIP RAPUTILITY ACCESS ROAD

SEE DETAIL 22EST 70 SY COIR FIBER MATTINGEST 80 SY FILTER FABRICEST 40 TONSCLASS II RIP RAPCHANNEL IMPROVEMENTS


SEE DETAIL 23CHANNEL IMPROVEMENTS


SEE DETAIL 15

EST 35 SY FF

EST 17 TONS

CLASS II RIP RAP

PROTECTION

RIP RAP EMBANKMENT

CONNECTORS

AND W/ ROD & LUG

15" W/ ELBOWS

MATCHLINE -Y1- STA. 35+00

NC GRIDNAD 83/NSRS 2007

MATC

HLI

NE -L-

STA. 50+

50

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


6 I-5000

09-J

UN-2015 10:3

6R:\

Road

way\

Proj\I-5000_

Rdy_dsn_psh06.d

gn

$$$$

US

ER

NA

ME$$$$

8/17/99



MATCHLINE -RPA-

STA. 18+

50

US 321

-Y1-

I-85

US 321 & I-85

-L-

I-85

-L-

US 321

-Y1-

-Y1-

US 321 & RADIO ST.

US 321

RADIO ST.

PI Sta 18+43.43

D

L = 136.72’

T = 68.79’

R = 500.00’

PI Sta 16+34.44

D

L = 92.20’

T = 46.23’

R = 500.00’

PI Sta 11+36.29

D

L = 240.83’

T = 120.54’

R = 2,125.00’

TRAIL

RPD

PIs Sta 12+51.52

F

Ls = 200.00’

LT = 133.35’

ST = 66.68’

PI Sta 13+71.57

D

L = 106.78’

T = 53.40’

R = 2,050.00’

RPA

PIs Sta 12+92.93

F

Ls = 150.00’

LT = 100.57’

ST = 50.52’

PI Sta 11+96.84

D

L = 92.41’

T = 46.84’

R = 229.18’

PIs Sta 11+00.57

F

Ls = 150.00’

LT = 100.57’

ST = 50.52’

RPC

SE = 06

RO = 200’

SE = 02SE = 08

RO = 250’

2035 ADT

2015 ADT

2035 ADT

2015 ADT

59100

49544

28600

24896

146600

112081

8300

6226

26300

22078

6000

4370

134200

101596

18500

13167

24500

20722

26300

22078

4800

3615

1500

1130

3300

2485

-Y8-

PI Sta 20+25.19

D

L = 548.35’

T = 374.59’

R = 314.00’

PI Sta 25+10.33

D

L = 470.93’

T = 235.95’

R = 3,000.00’

PI Sta 15+01.53

D

L = 300.60’

T = 151.53’

R = 965.00’SE = 06

RO = 250’

MA

TC

HLIN

E -RPD- STA. 14

+50

PAVEMENT REMOVAL


REVISED SIGNALS

FOR -TRAIL- PROFILE SEE SHEET 15FOR -RPD- PROFILE SEE SHEETS 13 & 14FOR -RPA- PROFILE SEE SHEET 13FOR -Y1- PROFILE SEE SHEETS 10 & 11FOR DRAINAGE DETAILS SEE SHEET 2-F

5 TEEHS EES

7 T

EE

HS

EE

S

S

S

15" RCP

15" R

CP

18" R

CP

15"

RCP

15" RCP

24" R

CP

18" RCP

12" RCP

36" RCP

18" RCP

12" R

CP

24" RCP

18" RCP15" RCP

24" RCP

15" R

CP

24" RCP

24" R

CP

12"

CM

P

15"

CMP

24" R

CP

8"

VC

12" RCP

24" RCP

15" RCP

8" VC

15" RCP

24" CMP

24" RCP

CONC HW

18"

RC

P

8" VC

S

24"

RC

P

18"

RC

P

MCSWAIN INVESTMENTS INC

DB 3173 - PG 230PB 4 - PG 117

S 87°34’22" E

30.35’

N 00°11’20"

E

144.9

8’

N 87°57’16" W151.73’

N 11°5

0’2

5"

W

564.2

5’

EIP

50.0

0’

BY1-29

BL-19

v

BS

T

15"

RCP

24" C&G

30"

C&

G

30"

C&

G

24" C&G

6" C

UR

B

CONC

CONC

15" RCP

24" C&G

CO

NC

24" C&G

24"

C&

G

S

CONC

48" C

ON

C

48" CONC

30"

C&

G

S

S

6" CURB

18" RCP

CONC

18" RCP

6" CURB

6" C

UR

B

48" CONC

CONC

CONC

6"

CU

RB

60" CHL

GR

BS

T

84" CHL & 3SBW

24" CHL & 3SBW

SUBSTATION

SUBSTATION

60"

CH

L

MTL

MTL

MTL6

0" CHL

60" C

HL

9’ C

ON

C

60" WD

60"

CH

L

60"

CH

L

S

60"

CH

L

60"

CH

L

CO

NC

24" C

ONC

CONC

6"

CU

RB

CB

18" R

CP

30" C

&G

CONC

6"

CU

RB

6" CURB

6" CURB

CONC

S

24"

C&

G24"

C&

G

S

CONCS

6" CURB30" C&G

CONC

CONC

CO

NC

CONC

CO

NC

CONC

48" IR

ON

FL

AG

PO

LE

CAN

15" RCP

60" CHL

6" C

UR

B

CONC

CO

NC

72" IR

ON

72" IR

ON

72" IR

ON

6"

CU

RB

WALL

U/C

48"

CO

NC

48"

CO

NC

WALL

36" BK

WALL

24" BK

S

48"

CO

NC

WA

LL

4’

BK

WA

LL

WALL

24"

BK

WA

LL

WALL

12’ WD

US 321 N

CH

ES

TE

R

ST 64’ B

ST

RADIO ST 25’ BST

MTL

6" CURB

6" CURB

26" C&G

30" C

&G

30" C

&G

RAM

P 16’ B

ST

30" C

&G

CONC

& 3SBW

72" CHL

6"

CU

RB

6"

CU

RB

BS

T

CONC

CONC

DIS

MA

NT

LE

D

RAIL

RO

AD (G

RE

EN

WA

Y) 11’ B

ST

DIS

MA

NT

LE

D

RAIL

RO

AD (G

RE

EN

WA

Y) 11’ B

ST

2S

FB

US

CO

NC

CO

NC

CO

NC

CO

NC

CO

NC

CO

NC

6"

CU

RB

30"

C&

G

6’ CMB

BS

T

48"

BK

WA

LL

CO

NC

11’ BST

9’ BST

LT

LT

LT

LT

18" RCP

EXIS

TIN

G

R/

W

100.00’

EXIS

TIN

G

R/

W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXISTING R/W

EXISTING R/W

EOI

EOI

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

6"

ST

EE

L

6"

ST

EE

L

12"DIP

30"

MA

TE

RIA

L

UN

KN

OW

N

36"

MA

TE

RIA

L

UN

KN

OW

N

12"

MA

TE

RIA

L

UN

KN

OW

N

HH

HH

HH

W

CW

L

CABNET

POWER

T

P

24"

D.I.

BL-10

I-85 37’ B

ST

I-85 48’ B

ST

DB 1074 - PG 0652

CITY OF GASTONIA

JAMES EDWARD ALLEN

BR

YA

N

K

DA

LT

ON

MCSWAIN INVESTMENTS INC

KHYATI JANKI LLC

CITY OF GASTONIA

CITY OF GASTONIA

DB 1074 - PG 0652

BY1-30

12" C

MP

S 87°34’22" E39.61’

DB 1074 PG 652

DB 4195 PG 768

DB 4267 P

G 445

DB 2950 PG 542

DB 3173 PG 230

PB 4 PG 117

74.69’

+93.78

CB

DI

DI

DI

CB

GR

BM#2

CB

CB

EOI

LT

LT

LT

LT

DI

CB

BST

LT

LT

EIP

LT

DI

LT

DI

S

LT

LT

LT

LT LT

LT

DICB

CB

CB

DI

DIU/MTL CANOPY

6 PUMPS

6-ISL’S

1SBLKBUS

CB

CB

POOL

1SFBUS

2SBKBUS

BST PA

BST

1SFBUS

CAN

DI

DI

CONC

BST PA

DI

DI

CB

LT

LT

METER

POWER

CONC

DI

DI

DI

LT

LT

LT

BM#11

DI

DI

CBCB

LT

LT

LT

METER

POWER

PED

POWER

HWCONC

CONC

24" RCP

LOC APRROX

DIR ONLY

BL-18

BL-9

DB 2954 - PG 523CHARLES A BARKLEY, JR

;

;

;

;

Elv. 720.00

E 1347160.0103

N 564555.7990

TH 4

TH 3B Elv. 722.38 (2- 2" TELEPHONE CABLES)

Elv. 721.75

E 1347162.7193

N 564762.3596

TH 3A

TH 6B Elev. 724.01 (2- 2" TELEPHONE CABLES)

Elv. 722.85

E 1347164.7269

N 564937.7799

TH 6A


Elv. 724.54

E 1347165.8240

N 565026.5920

TH 5A

Elv. 720.00

E 1347160.0103

N 564555.7990

TH 4


Elv. 721.75

E 1347162.7193

N 564762.3596

TH 3A

TH 6B Elev. 724.01 (2- 2" TELEPHONE CABLES)

Elv. 722.85

E 1347164.7269

N 564937.7799

TH 6A


Elv. 724.54

E 1347165.8240

N 565026.5920

TH 5A

67’

24’

36’

.06

.05

.04

.03

.02

.06

.05

.04

.02

.03

.06

.05

.04

.03

.02

-Y1-

-T

RAIL-

-T

RAIL-

-RPA-

-L-

15+00

15+00

20+00

45+00

+77.72

-L-

4’

.00

.01

.02

.03

.04

.05

.06

.01.02

.03

.04

.05

.06

.07

.08

.02

.03

.04

.05

.07

.08

.06

CAT-1

AT-1

-RPD- PC Sta. 22+74.38

-RPD- PT Sta. 21+98.95

-RPD- POT Sta. 10+00.00

-RPD- PRC Sta. 16+50.60


28’

+00.00

35+00

-Y1-

40+00

-Y1-

RELOCATION

TOWER

APPROXIMATE

10’

45+00

-Y1-

-TRAIL-

PC Sta. 17+74.64

20+00

15+00

16’

16’

R=50’ (MAX)


-TRAIL-

PC Sta. 15+88.21

-TRAIL-

PT Sta. 16+80.41

-TRAIL- PT Sta. 19+11.36 -RPA- SC Sta. 13+18.17

-RPA- PT Sta. 14+24.95

-RPA- PC Sta. 15+61.94

-RPA- TS Sta. 11+18.17

30’

TYP.

31.25’TYP. TYP.

30’

33.33’

TYP.

+65.04

+11.94

20’INC.

INC.

25’

-Y1- POT STA. 45+00.00

END PROJECT I-5000

-Y1- POT Sta. 35+85.86

-L- POT Sta. 42+37.66 28’

TO ENDWALLTIE FENCE

FENCEEXIST.TIE TO

TO ENDWALLTIE FENCE

TO ENDWALLSTIE FENCE

TRAIL FENCE LT/RTTIE C/A FENCE TO

END 5’ CHL FENCE

420’ TAPER

-R

PD-

16’

-RP

A-

-Y1-

-T

RAIL-

+67.25

DAOR SSECCA YTILITU

TIE TO EXIST. GUARDRAIL

BEGIN CONSTRUCTION

730.597

729.872

729.275

729.042

728.689

728.312

727.910

727.386

726.809726.999

727.576

728.100

728.502

728.879

729.232

729.465

730.062

730.787721.194

720.176

719.221

722.173

718.967

717.915

714.982

708.428

713.797

730.182730.370

720.606

729.519729.709

719.611

729.137729.327

720.968

728.709

728.910719.436

728.162728.377

717.425

727.407

727.648

711.526

726.470726.660

713.391

726.527

726.764

713.674

BEG. CULVERT

-RPD- STA. 18+35.91-RPD- STA. 18+64.38

END CULVERT

135.00

105.00

105.73

105.00

+61.95(RPA)

+24.95

+16.16

(RPA)

(RPA)

92.00

92.0050.00

50.00

+00.00

(RPD)

+50.06(RPD)

+50.60(RPD)

72.00

64.00

70.00

50.00

+00.00

+50.00

+00.00

+50.00

(RPD)

(RPD)

(RPD)

(RPD)

50.38

94.17

+75.76

+50.00

(Y1)

108.50

51.10

+24.39(TRAIL)

10

11

10

10

12

13

(-Y1-) +35.00

EXIST. R/W

(TRAIL)

0600

0601

0602

OEP2GI

OTCB

0603

0604

OEP

0605

0606

0631

0645

0622

0623

OTCB0624

2GI

0625

0626OEP

0627

2GI

0628

2GI

0618

0617

0616

OTCB

0615

0611

0612

0613

OEP

2GI

0607

OEP

OEP

REMOVE

24"

36"

REMOVE

RE

MO

VE 24"

CB

0629

0646

W/ MHTBJB

TB2GI

TB2GI

W/ MHJB

COVERJB W/ MH

0610

0609

0630

CB

CB0635

0636

OEP

OEP

CB

0619

2GI

OEP

0614

0633

CB

0634

CB

CB

0637

0638

CB

0648

0608

TB2GI

TB2GI

0649

0650

TB2GI

TB2GI

F

F

F

F

F

F

F

F

F

F

C

C

F

F

F

F

F

F

F

F

F

F

F

F

F

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FF F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

F

F

F

F F

F F

C

F

F

C

SYSTEMRETAIN

SYSTEMRETAIN

SYSTEMRETAIN

SYSTEMRETAIN

SYSTEMRETAIN

EST

21 SY

FF

EST

8 TONS

CLASS ’

B’ RIP

RAP

EXIST 18" RCPCOLLAR & EXTEND

EXIST 18" RCPCOLLAR & EXTEND

(RCP-IV)

15"

(RCP-IV)

15"

(RCP-III)

15"

SEE DETAIL 11SPECIAL LATERAL DITCH w/HINGE

SYSTEMRETAIN

REMOVE DI

REMOVE DI

RETAIN

NC GRID

NAD 83/NSRS 20

07

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


7 I-5000

09-J

UN-2015 10:3

7R:\

Road

way\

Proj\I-5000_

Rdy_dsn_psh07.d

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$$$$

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8/17/99



MA

TC

HLIN

E -L- STA. 50+

50

SE = 06

RO = 250’

PIs Sta 12+51.52

F

Ls = 200.00’

LT = 133.35’

ST = 66.68’

PI Sta 21+93.51

D

L = 2,353.36’

T = 1,193.51’

R = 5,729.58’

PIs Sta 52+67.31

F

Ls = 300.00’

LT = 200.06’

ST = 100.06’

PI Sta 60+26.68

D

L = 1,269.91’

T = 659.43’

R = 1,909.86’

-L-

PI Sta 15+01.53

D

L = 300.60’

T = 151.53’

R = 965.00’

PIs Sta 12+66.81

F

Ls = 250.00’

LT = 166.81’

ST = 83.47’

MA

TC

HLIN

E -RPD- STA. 14

+50

-RPD- -RPA-

FOR -RPD- PROFILE SEE SHEET 13FOR -RPA- PROFILE SEE SHEET 13FOR -L- PROFILE SEE SHEET 16FOR DRAINAGE DETAILS SEE SHEET 2-F

MA

TC

HLIN

E -L- STA. 63+

00.0

0 SEE SH

EET 7-A

6

TE

EH

S

EE

SS

24" RCP

15" RCP

18" RCP

18"

CM

P

18" RCPDI

36" RCP

24" R

CP

S

18"

RC

P

18" R

CP

18" R

CP

JB

POSSIBLE15"

RC

P

15" R

CP

DI

CONC FLUME

42" RCP to 42" CMP (CHANGES)

42" RCP

18" R

CP

LOC APPROX

JB PER PLANS

PER PLANS

24" RCP

18" R

CP

BARKLEY ENTERPRIS

ES IN

C

DB 1032 - P

G 153

EIP EIP

EIP

EIP

EIP

EIP

EIP

N 36°5

1’36"

E1106.2

3’

310.0

0’

50.0

0’

50.0’ EXIS

TING

R/W

50.0’ EXIS

TING

R/W

v

65" C

HL

11.5’ CHL

65" CHL

65" CHL

WD CAN

DI

CONC

MTL

CONC

60" CHL

S

MT

L

CO

NC

CO

NC

60" CHL

60" CHL

I-85 48’ BST

I-85 37’ BST

CONC

DI

MTL

CONC

MTL

MT

L

GA

TE

SOIL

60" C

HL

S

SR 2270

MA

RIE

TT

A S

T 24’ B

ST

6’ CMB 5’ CMB

S

CONC BLK

WALL

LT

LT

LT

LT

EXIS

TIN

G

R/

WEXIS

TIN

G

R/

W

S 37°20’25" E

248.0

4’

EXISTING R/W

EXISTING R/W

299.4

1’

DRAWN PER GIS

DRAWN PER GIS

DRAWN PER GIS

DR

AW

N

PE

R

GIS

EOI

6" S

TEEL

6" S

TE

EL

4" P

LASTIC

12" M

AT

ERIA

L

UN

KN

OW

N

T

12" T

YP

E

UN

KN

OW

N

24" D.I.


DB 2954 - PG 523


DB 2954 - PG 523

DB 1074 - PG 0652

CITY OF GASTONIA

MARKER

GAS

LT

BARKLEY ENTERPRISES INC

DB 1032 - PG 153

BY3-36

BL-17 BL-16

I-85 3

6’ BST

I-85 3

6’ BST

18" R

CP

18" R

CP

18" R

CP

EIP EIP

EIP

EIP

EIP

EIP

EIP

CONC

60" CHL

S

MT

L

5’ CMB

EXISTING R/W

6" S

TEEL

12" M

AT

ERIA

L

UN

KN

OW

N

T

12" T

YP

E

UN

KN

OW

N

LT


DB 1032 - PG 153

BL-11

I-85 3

6’ BST

I-85 3

6’ BST

102.6

5’

+46.44

150.56’

+92.94

210.6

2’

+79.17

24" RCP

FIELD

ATHELETIC

LT

LT

BST PA

LT

CONC HW

STATION

TEST

GAS

MARKER

GAS

STATION

TEST

GAS

DI

DI

DI

DI

DI

CONC

DI

DI

LTMARKER

GAS

STATION

TEST

GAS

DI

LT

DI

CONC

CONC

DI

DI

BY3-35

54"

CHL

;

;

;

;

;;

50.00

50.00

+50.00(RPD)

(RPD)

10

EXIST. R/W

0700

EX 2GIADJUST

0706

0708

0709

0707

2GI

2GI-D

0702

0703

0704

0705

0710

TB2GI

TB2GI

TB2GI

0711TB2GI

0712TB2GI

0713

TB2GI

0714

TB2GI

TB2GI

TB2GI

-RPA-

-L-

-Y2-

40+0

0

45+0

0

TYPE B-77

.02

.03

.04

.05

.06

25’

-RPD-

-RPA- POT Sta. 10+00.00

-L- POS Sta. 52+28.30

.06

.05

.04

.03

.02

.01

.00

.01

.02

-RPD- SC Sta. 13+50.00

-RPD- TS Sta. 11+00.00

-RPD- POT Sta. 10+00.00

16’

GRAU 350 TL-3

-RPA- TS Sta. 11+18.17

-L- TS Sta. 50+67.25

-L-

-L- SC Sta. 53+67.25

-Y2- PT Sta. 45+74.81

DAOR SSECCA ’61

12’

-L- POC Sta. 55+00.00

45’ RT

FENCEEXIST.TIE TO

420’ TAPER

+80.0

0

OFFSET -45.49’ LT

-L- 55+00

-L- 60+00

12’

+67.2

5

FF FF F

C

C

C

F F

C

F

F

F

F

C

F

F C

C

C C C CC

C C

C

C

C

C

C

C

C

FF

SEE DETAIL 11SPECIAL LATERAL DITCH w/HINGE

NC GRID

NAD 83/NSRS 2007

PI Sta 21+93.51

D

L = 2,353.36’

T = 1,193.51’

R = 5,729.58’

PIs Sta 52+67.31

F

Ls = 300.00’

LT = 200.06’

ST = 100.06’

PI Sta 60+26.68

D

L = 1,269.91’

T = 659.43’

R = 1,909.86’

-L-

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


7-AI-5000

09-J

UN-2015 10:3

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way\

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FOR -L- PROFILE SEE SHEET 16FOR DRAINAGE DETAILS SEE SHEET 2-F

MA

TC

HLIN

E -L- STA. 63+

00.0

0 SEE S

HEET 7

42" C

MP

42" C

MP

24"

CMP

15"

RCP

18"

RC

P18"

RC

P

CITY OF GASTONIA

DB 1074 - PG 652

S 19

°46’14"

E

300.4

9’

S 07°0

0’0

4"

E

119.3

4’

S 06°5

7’2

4"

E

200.3

9’

S 88°03’36" E340.80’

N 01°57’4

7"

E15

0.0

0’

S 88°03’36" E150.00’

S 01°57’4

7"

W15

4.14’

S 24°51’36"

W

125.21’

S 35°4

7’2

3"

E347.4

9’

S 35

°13’46" W

171.4

4’

N 23°36’36" E

562.34’

N 24°41’03" E

521.16’

EXISTING R/W VARIES

315.0

0’

BL-15

BL-13

BL-14

MTL

MTL

I-85 36’ BST

I-85 36’ BST

6’ CMB

MTL

S

MTL

60" CHL

5’ CMB

11’ BST

12’ BST

18"

RCP


DB 2954 - PG 525

BL-12

S

MTL

199.0

5’

+03.10

186.97’

+82.36


DB 1032 - PG 153

DI

DI

DI

DI

DONALD W BARKLEY

DB 4271 - PG 960


DB 2954 - PG 528

DI

DI

FES

DI

DI


DB 2954 - PG 525


DB 1032 - PG 153


DB 1032 - PG 153

EIP

EIP

EIP

EIP

EIP

CONC HW

EIP

EIP

EIP

;

; ; ;

;;

;

BARKLEY ENTERPRISES INCDB 1032 - PG 153

BARKLEY ENTERPRISES INCDB 1032 - PG 153

0715TB2GI

TB2GI0716

-L- CS Sta. 66+37.15

-L- ST Sta. 69+37.15

-L-

END CONSTRUCTION

-L- POS STA. 68+00.00

-L- 70+00

GRAU 350 TL-3

-L- POT Sta. 74+92.39

12’ TIE TO EXIST. GUARDRAIL

300’ TAPER

-L- 65+00

-L-

12’

C

C

C

C

CF

F

CC C

15"


SEE DETAIL 6BERM ’V’ DITCH

SEE DETAIL 5SPECIAL CUT ’V’ DITCH


CONNECTORS

AND W/ ROD & LUG

15" W/ ELBOWS

RCBC3@8’x10’

15"

RCBCPEDESTRIAN14’x10’

SEE DETAIL 7EST 120 SY PSRMBERM ’V’ DITCH

15" RCP-III




NC GRID

NAD 83/NSRS

2007

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


8I-5000

09-J

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8/17/99



SE = 06

RO = 144’

PAVEMENT REMOVAL

FOR -Y3- PROFILE SEE SHEET 12FOR -Y2- PROFILE SEE SHEET 11FOR DRAINAGE DETAILS SEE SHEET 2-F

MA

TC

HLIN

E -Y3- STA. 14

+00 SEE S

HEET 4

MATCHLINE -Y2- S

TA. 19+

00 SEE

SHEET

9

SEE SHEET 9

-TRAIL- STA. 45+00

MATCHLINE24"

RC

P

24"

RC

P24"

RC

P

24"

RCP

8" V

C

8" VC

18"

VC

18"

VC

18"

VC

15"

DIP

18"

VC

18"

VC

18" DIP (A/G)

24"

RC

P

24"

RCP

S 09°2

4’4

6"

W

254.6

0’

EIP

EIP

S 81°43’5

4" E314.4

9’

S 81°39’53" E

14.60’

EIP

EIP

32.00’

45.0

0’

45.0’ EXISTING R/

W

45.0’ EXISTING R/

W

S 09°24’26" W10.17’

S 09°24’26" W8.99’

N 09°16’2

2"

E

303.5

2’

20’ EXISTING RAILROAD R/W

MT

L

8’

GR

72"

WO

OD

72"

CH

L 3S

BW

72"

CH

L 3S

BW

CO

NC

72"

CH

L

CO

NC

72"

CH

L 3S

BW

48" CONC

WOOD

CANOPY

S

LT

LT

32.00’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

CO

NC

CO

NC

BY3-42

EOI

6"

ST

EE

L

12’

MA

TE

RIA

L

UN

KN

OW

N

SIZ

E

&

MA

TE

RIA

L

UN

KN

OW

N


DB 358 - PG 148

WATSON INVSTMNT CO OF GAST INC

DB 994 - PG 573

PB 70 - PG 29

CO OF GAST INCWATSON INVSTMNT

SOUTHEASTERN IONICS LLC

JOHN D GLENN HEIRS

JOHN D GLENN HEIRS

DB 344 - PG 588

BY3-41

DB 994 PG 573

PB 70 PG 29

DB 4250 PG 923

PB 13 PG 56 DB 742 PG 254

89.0

0’

+98.9

5

21.62’

+09.5

5

BY2-23

1SBLKBUS

GATE

CONC

GR

GR

CONC

BST GR

GATE

STATION

TEST

GASBST

1SBKBUSLT

GR

EIP

CONC

GR

GR

1SFBUS

GR

FD

STONE

2S

EIP

GR

W/LT

CITY OF GASTONIA

DB 120 - PG 087

SR 2278

MA

RIE

TT

A S

TR

EE

T

24’ B

ST

LT

GR

23’ BST

BULB AVENUE

N 29°4

5’12"

E389.7

9’

S 69°10’54" W

487.33’

S 69°10’54"

W

487.33’

S 01°5

9’4

6" W

125.4

9’

S 18

°19’3

4"

W

311.6

4’

N 64°26’22" W349.83’

N 64°26’22" W101.17’

EIP

ECM

GR

EE

NW

AY

TR

AIL

EA

SE

ME

NT

CIT

Y

OF

GA

ST

ONIA

GR

EE

NW

AY

TR

AIL

EA

SE

ME

NT

CIT

Y

OF

GA

ST

ONIA

GR

EE

NW

AY

TR

AIL

EA

SE

ME

NT

CIT

Y

OF

GA

ST

ONIA

SA

NIT

AR

Y

SE

WE

R

EA

SE

ME

NT

SA

NIT

AR

Y

SE

WE

R

EA

SE

ME

NT

MB 79 P

G 43

DB 4574 P

G 1181

GR

EE

NW

AY

TR

AIL

EA

SE

ME

NT

CIT

Y

OF

GA

ST

ONIA

30.00

30.00

30.00

30.00

30.00

(Y3)

(Y3)

(Y3)

(Y3)

(Y3)

+84.70

+84.70

+08.79

+00.00

100.00

140.00

140.00

+50.00

(Y3)

30.0016.00

30.0016.0030.00

30.00

30.00

(Y2)

(Y2)

+50.00

+39.88

(Y2)

+07.26

70.00

80.00

100.00

124.00

89.00

100.00

+50.00

+00.00

+00.00

+00.00

(Y2)

(Y2)

(Y2)

(Y2)

37.0030.00

+00.00(Y3)

2

2

3

14

14

112.00

+38.00

(Y2)

102.00

+65.00

(Y2)

EXIST. R/W

EXIST. R/W

(Y3)+12.87

(Y3)

+00.00

75.00

(Y3)

+67.00

81.00

(Y3)

+40.00

48.67

78.53

(Y3)

+04.00

178.00

200.00

(Y3)

+45.00

230.00

(Y3)

+80.00

240.00

113.07

120.25

170.00

170.00

(Y3)+57.00

(Y3)+25.00

(Y3)+43.00

(Y3)+29.00

(Y2)+40.00

EXIST. R/W

EXIST. R/W

(Y2)+00.00

(Y3)+50.00

(Y3)+00.00

30.00

+00.00

(Y2)

30.00

+31.00

(Y2)

(Y2)+50.00

(Y2)+39.88

48.00

(Y2)+34.00

55.00

(Y2)+60.00

(Y2)+00.00

(Y2)+00.00

30.00

(Y2)+24.00

(Y3)+50.00

EXIST. R/W

65.00

72.00

+79.00

(Y2)

30.00

+92.00

(Y2)

30.00

+88.00

(Y2)

30.00

+58.00

(Y2)

68.00

+05.00

(Y2)

87.00

+10.00

(Y2)

105.00

+03.00

(Y2)

128.00

+97.00

(Y2)

140.00

+01.00

(Y2)

144.00

+92.00

(Y2)

137.00

+88.00

(Y2)

109.00

+74.00

(Y2)

173.00

+07.00

(Y2)

148.00

+95.00

(Y2)

+08.79

(Y3)

EXIST. R/W

0800

0801

0802

2GI

2GI

0804

08052GI

-Y3-

-Y2- POT Sta. 10+00.00

PI Sta 16+47.38

D

L = 324.10’

T = 162.68’

R = 1,500.00’

+00.00

24’

36’+00.00

+00.00

-Y2-

-Y3-

15+00 20+00

15+00

-Y2- POC Sta. 17+00.65

-Y3- POT Sta. 23+79.29

PI Sta 16+22.15

D

L = 933.23’

T = 482.27’

R = 1,500.00’

-Y2-

.06.05.04.03.02.01

.06

.05

.04

.03

.02

.01

.00

.01

.02

.02

24’

24’

.01

.00

.01

.02

.02

.01

.00

.01

.02

.03

.04

.05

.06

SEEX

+66.00

24’

-Y2- POT Sta. 10+50.00

BEGIN CONSTRUCTION

PI Sta 45+59.48

D

L = 98.84’

T = 49.87’

R = 300.00’

-TRAIL-

-TRAIL- PRC Sta. 45+09.61

GRAU 350 TL-3

GRAU 350 TL-3

GR

AU 350 TL-3

CA

T-1

-Y2- PC Sta. 11+39.88



-Y3- PT Sta. 18+08.79

-Y3- PC Sta. 14+84.70


24’

24’

36’

-Y3-

-Y2-

300’

UNIF

OR

M

TR

ANSITIO

N

GR

AU 350 TL-3

TIE TO EXIST. GUARDRAIL

45+00

SE = 06

RO = 144’

SE = 06

RO = 144’



-Y3- POT Sta. 21+83.98

END CMAQ FUNDING

END CONSTRUCTION

BEG. CULVERT

END CULVERT

-Y3- STA 22+21.00

-Y3- STA 22+47.00

C

F

C

F

F

C

C

C

C

C

F

F

F

F

F

F

FC

C

C

F

F

F

CF

FC

FF

C C

C

C C

C

F

F

F

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

F

C

C

F F

FC

C

F

F

F

F

F

C F

EST 5 SY FFEST 1 TONCLASS ’B’ RIP RAP

(RCP-III)

15"


SEE DETAIL 20EST 35 SY FFEST 20 TONSW/ CLASS ’B’ RIP RAPSPECIAL LATERAL ’V’ DITCH

SEE DETAIL 20EST 35 SY FFEST 20 TONSW/ CLASS ’B’ RIP RAPSPECIAL LATERAL ’V’ DITCH




(RCP-III)

18"





15"

(RCP-III)

18"

(RCP-IV)

15"

SE

E

DE

TAIL 15

ES

T 15 S

Y

FF

ES

T 12

TO

NS

CL

AS

S II RIP

RA

PP

RO

TE

CTIO

NRIP

RA

P

EM

BA

NK

ME

NT




EST 10 CY DDES = 1.38%SEE DETAIL 26EST 60 FFEST 30 TONSW/ CLASS ’B’ RIP RAPSTANDARD ’V’ TAIL DITCH

EST 5 CY DDES = 1.49%SEE DETAIL 26EST 20 SY FFEST 10 TONSW/ CLASS ’B’ RIP RAPSTANDARD ’V’ TAIL DITCH

EST 14 CY DDES = 1.03%SEE DETAIL 17STANDARD ’V’ TAIL DITCH

ES

T 20

CY

DD

ES

= 0.5

0%

SE

E

DE

TAIL 21

ST

AN

DA

RD 3’

BA

SE

TAIL

DIT

CH

NC

GRID

NA

D 83/

NS

RS 2007

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


9 I-5000

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8/17/99



PAVEMENT REMOVAL

FOR -Y2- PROFILE SEE SHEETS 11 & 12FOR DRAINAGE DETAILS SEE SHEET 2-F

MA

TC

HLIN

E -Y2- STA. 19

+00 SEE S

HEET 8

SEE

SHEE

T 5

-TRAIL-

STA. 3

5+50

MATC

HLI

NE

SEE

SHEE

T 8

STA. 45+

00

-TRAIL-

MATC

HLI

NE

24" R

CP

24" RCP

24" RCP

15"

RC

P

18" RCP

S 51°3

9’3

5" W

498.2

0’

S 87°0

8’0

1" E

16.15’

32.0

0’

v

v

8’ GR

9’ S

OIL

96"

CH

L 2S

BW L

T

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

32.0

0’

BY3-39

12" TYPE UNKNOWN

HH

MA

RK

ER

OP

TIC

FIB

ER

EOI

EOI

6" STEEL

3" STEEL


JOHN D GLENN HEIRSDB 344 - PG 588




DB 2954 PG 523

DB 2954 PG 523

DB 358 PG 148

DB 358 PG 148

56.17’

+85.5

2

S

GA

TE

251.00’

S 23°54’35" W

HW

CONC

EIP

STATION

TEST

GAS

56.17’

+85.5

2

24’ BST

SR 2278

MARIETTA STREET

HWCONC

BY3-40

BY3-38

30.0

0’

GREEN

WA

Y TRAIL EASE

MENT CIT

Y OF GAST

ONIA

GREEN

WA

Y TRAIL EASE

MENT CIT

Y OF GAST

ONIA

GREENWAY TRAIL EASEMENT CITY OF GASTONIA

GREENWAY TRAIL EASEMENT CITY OF GASTONIA

SANITARY SEWER EASEMENT

SANITARY SEWER EASEMENT

SANIT

ARY SE

WER EASE

MENT

SANIT

ARY SE

WER EASE

MENT

3" STEEL

70.00

30.00

30.00

30.00

30.00

(Y2)

+53.73

+53.73

(Y2)

(Y2)

+31.70

85.00

30.00

30.00

85.00

+70.00

+53.00 +80.00

+95.00

(Y2)

(Y2)

(Y2)

(Y2)40.00

+88.48

(Y2)

3

3

14

EXIST. R/W

240.0

0

(Y2)+77.00(Y2)+00.00

EXIST. R/W

(Y2) 30.00

EXIST. R/W (Y2)+73.11

60.00

(Y2)+73.11

60.00

(Y2)+15.00 60.00

60.00

(Y2)+61.04

(Y2)+87.09

60.00

(Y2)+70.00

EXIST. R/W

EXIST. R/W

60.00

(Y2)+53.73

(Y2)+15.00

EXIST. R/W37.00

34.00

32.00

30.0020.00

20.00

26.00

26.00

20.00

29.00

22.00

+00.00

+50.00

+50.00

+00.00+00.00

+00.00

+00.00

+50.00

+50.00

+00.00

+50.00

(TRAIL)

(TRAIL)

(TRAIL)

(TRAIL)(TRAIL)

(TRAIL)

(TRAIL)

(TRAIL)

(TRAIL)

(TRAIL)

(TRAIL)

11

11

0900

OEP

RE

MO

VE 15"

OEP

0903

0904

0906

OEP

0907

OEPOEP

0908

0909

OEP

0902

-Y2-

PI Sta 31+09.98

D

L = 851.26’

T = 456.25’

R = 954.93’

PI Sta 23+75.77

D

L = 580.63’

T = 302.67’

R = 833.00’

PI Sta 16+22.15

D

L = 933.23’

T = 482.27’

R = 1,500.00’

+00.0

036’

+00.0

0

24’

20+00

25+00

30+00

300’ UNIFORM TRANSITION

-Y2- PRC Sta. 20+73.11

.00

.01

.02

.03

.04

.05

.06

.01

.02

.03

.04

.05

.06

.03

.02

.01

.00

.01.02

.03

.04

.05

.06

.01

.02

24’

24’

+17.11

+13.73

-Y2- P

RC Sta. 26+53.73

EN

D CONSTR

UCTIO

N

SE = .06

R = 144’’

SE = .06

R = 144’’

SE = EX.

PI Sta 44+62.26

D

L = 95.53’

T = 48.17’

R = 300.00’

PI Sta 43+14.29

D

L = 36.29’

T = 18.34’

R = 100.00’

PI Sta 39+77.55

D

L = 149.51’

T = 78.44’

R = 200.00’

PI Sta 45+59.48

D

L = 98.84’

T = 49.87’

R = 300.00’

-TRAIL-

PC Sta. 42

+95.9

4

PT

Sta. 43

+32.2

3

PT

Sta. 40+48.6

1

PC Sta. 38+99.10

-TRAIL--

TR

AIL-

-T

RAIL-

-T

RAIL-

-T

RAIL- P

C Sta. 44+14.0

8

-TR

AIL- PRC Sta. 45+09.61

GRAU 350 TL-3

GRAU 350 TL-3

SE

EX

-Y2-

45+00

40+00

C

C

F

F

F

F

F

F

F

F

F

F

F

FF

F

F

FF

F

F

F

F

F

F

F

FF

C

F F

C

F

F

C

FC

FC

FC

F

F

F

F

FC

F

C

F

C

F

C

F

F

F

F

F

F

F

C

F

C

F

C

F

C

F

C

F

C

F

-Y1-

710

720

730

740

750

-Y1-

700

710

720

730

740

750

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

38+0037+0036+0035+0034+0033+0029+00 30+00 31+00 32+0028+0027+0026+0025+0024+00

SEE SHEETS 4, 5 & 6 FOR PLANS



5/28/99



ENGINEER ENGINEER

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700

710

720

730

740

750

710

720

730

740

750

SEE SHEET 4 FOR PLANS

(-) 1.2850%(-) 1.0000%

ELEV = 730.70-Y1- STA 34+50DITCH GRADE RTEND SPECIAL

ELEV = 733.27-Y1- STA 32+50DITCH GRADE RTBEGIN SPECIAL



BEGIN MILLING & RESURFACING-Y1- STA 35+15.00

TRANSITION TO MILLING-Y1- STA 31+15.00

BEGIN RESURFACING-Y1- STA 12+50.00

TIE TO EXISTING-Y1- STA 11+00.00

-Y1- STA 12+20.21

-LPB- STA. 17+34.06-Y1- STA 30+97.46

-Y3- STA 10+00.00

-Y1- STA 24+22.38

-RPD- STA 35+90.81

RIGHT DITCH

-Y1-

-Y2-

710

720

730

740

750

680

690

700

710

720

730

740

750

760

770

PI = 14+00.00

EL = 703.59’

(+)2.3196%

(+)0.8318%

VC = 200’

K = 134

PI = 17+00.00

EL = 706.08’

VC = 250’

K = 167

PI = 20+50.00

EL = 714.23’

(+)2.3261%

(-)0.3399%

VC = 200’

K = 75

PI = 23+00.00

EL = 713.38’

(+)2.5032%

VC = 250’

K = 88

715.9

1

EL = 695.47’-Y2- STA 10+50BEGIN GRADE

38+00 39+00 40+00 41+00 42+00 43+00 45+0044+00 46+00 47+00 48+00 49+00 52+0051+0050+00

24+0023+0022+0021+0020+0019+0018+0017+0016+0015+0014+0013+0012+0011+0010+00



5/28/99



ENGINEER ENGINEER

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710

720

730

740

750

680

690

700

710

720

730

740

750

760

770

V = 50+ V = 50+ V = 45 V = 45

END MILLING & RESURFACING-Y1- STA 45+00


SEE SHEETS 8 & 9 FOR PLANS

-Y2- STA. 17+00.65

-Y3- STA. 23+79.29

D D D D

(+) 1.7300%

(+) 1.3550%

(+) 2.2667%

(+) 18.0800%

(+) 5.78

00%

(+) 10.2

100%

(+) 1.0850%

(+) 2.9250%

ELEV = 694.78-Y2- STA 11+00DITCH GRADE LTBEGIN SPECIAL

ELEV = 710.46-Y2- STA 20+00DITCH GRADE LTEND SPECIAL RCP-III

PROPOSED 15"

PIPE HYDRAULIC DATA

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

100 YEAR DISCHARGE

100 YEAR HW ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE

OVERTOPPING ELEVATION

=

=

=

=

=

=

=

= 7.82 CFS

710.3 FT

0900

25 YRS

6.71 CFS

1 @ 15" (RCP-III)

4.18 AC

710.0 FT

=

16.15 CFS

714.5 FT

>100 YR

ELEV = 695.65-Y2- STA 11+50DITCH GRADE LTBEGIN BERM

ELEV = 728.70-Y2- STA 18+00DITCH GRADE LTEND BERM

El = 704.69

El = 710.47

El = 720.68

PI =12+00.00

PI =13+00.00

PI =14+00.00

El = 722.85

PI =16+00.00

El = 698.24

PI =13+00.00

El = 703.66

PI =17+00.00 LEFT DITCH

715.9

1

700

710

720

730

740

750

760

770

-Y2-

670

680

690

700

710

720

730

740

750

PI = 11+50.00

EL = 731.90’

(-)7.3089%

(-)0.9882%

VC = 150’

K = 24

PI = 21+15.00

EL = 722.37’

(-)6.0000%

VC = 300’

K = 60-Y3-

EL = 722.23’-Y2- STA 26+53.73END GRADE

EL = 707.60’-Y3- STA 23+61.09END GRADE

28+0027+0026+0025+0024+00

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00



5/28/99



ENGINEER ENGINEER

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700

710

720

730

740

750

760

670

680

690

700

710

720

730

740

750

V = N/A V = 45 MPH


EL = 739.58’-Y3- STA 10+45.00BEGIN GRADE

D D

(+) 1.7481%

PI =13+00.000

El = 729.28

(+) 1.5340%

PI =17+00.000

El = 723.94

(-) 1.3350% (-) 1.0514%


ELEV = 725.00-Y3- STA 12+15DITCH GRADE LTBEGIN SPECIAL

ELEV = 727.36’-Y3- STA 13+50DITCH GRADE LTEND SPECIAL


PIPE HYDRAULIC DATA

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

100 YEAR DISCHARGE





=

=

=

=

=

=

=

=

=

PIPE HYDRAULIC DATA

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

100 YEAR DISCHARGE





=

=

=

=

=

=

=

=

=

RCP-III

PROPOSED 24"

RCP-III

PROPOSED 15"

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

100 YEAR DISCHARGE





=

=

=

=

=

=

=

=

=

DESIGN HW ELEVATION

(+)2.5032%

4.8 CFS

0407

25 YRS

707.9 FT

4.2 CFS

1.0 CFS

728.3 FT

0409

25 YRS

0.85 CFS

1 @ 24" (RCP-III) 1 @ 15" (RCP-III)

0.77 AC.

728.6

N/A

N/A

N/A N/A

N/A

N/A

0.24 AC

728.2 FT

1300 CFS

708.1 FT

50 YRS

1100 CFS

CULVERT HYDRAULIC DATA

1.12 SQ. MI.

XX FT

XX YRS

XX CFS

XX FT

3 @ 8’x10’ RCBC (BURIED 1’)

-TRAIL- STA 47+42.43-Y3- STA 21+83.98

(14’ WIDE X 10’ HIGH)PEDESTRIAN CULVERT

RIGHT DITCH

LEFT DITCH

680

690

700

710

720

730

740

-RPA-

-RPD-

680

690

700

710

720

730

740

EL = 729.74’-RPA- STA 10+00BEGIN GRADE

EL = 732.70’-RPD- STA 10+00BEGIN GRADE

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00



5/28/99



ENGINEER ENGINEER

13I-5000

09-J

UN-2015 10:3

7R:\

Road

way\

Proj\I-5000_

Rdy_pfl.d

gn

$$$$

US

ER

NA

ME$$$$

SEE SHEETS 5, 6 & 7 FOR PLANS

680

690

700

710

720

730

740

680

690

700

710

720

730

740

V = 50+ MPH V = 35 MPH V = 25 MPH

V = 45 MPH V = 40 MPH V = 30 MPH


DD D

DDD

680

690

700

710

720

730

740

732.7

0

PI = 11+08.51

EL = 731.54’

(-)1.0703%

VC = 180’K = 131

PI = 13+75.00EL = 732.34’

(+)0.3000%

(-)5.5394%

VC = 350’

K = 60

PI = 18+40.00

EL = 706.58’

(+)1.3576%

VC = 300’

K = 43

(-) 0.5018%(-) 4.1500%

(-) 6.6986%

ELEV = 713.53-RPA- STA 12+25DITCH GRADE RTBEGIN SPECIAL

ELEV = 694.00-RPA- STA 18+09DITCH GRADE RTEND SPECIAL

(+) 4.445

5%

(+) 4.3133

%

ELEV = 695.00-RPD- STA 18+30DITCH GRADE LTBEGIN SPECIAL

ELEV = 711.25-RPD- STA 22+00DITCH GRADE LTEND SPECIAL

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

100 YEAR DISCHARGE





=

=

=

=

=

=

=

=

=

DESIGN HW ELEVATION

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

100 YEAR DISCHARGE





=

=

=

=

=

=

=

=

=

DESIGN HW ELEVATION

729.7

4 EL = 727.65’-RPA- STA 23+41.77END GRADE

729.7

4

PI = 11+00.00

EL = 730.52’

(+)0.7800%

(+)2.0000%

VC = 200’

K = 164

PI = 16+00.00

EL = 740.52’

VC = 350’

K = 41

PI = 19+69.27

EL = 716.76’

(-)6.4351%

(+)2.9243%

VC = 300’

K = 32

727.6

5

1300 CFS

708.1 FT

50 YRS

1100 CFS


1.12 SQ. MI.

XX FT

XX YRS

XX CFS

XX FT

EXISTING 3 @ 8’x9’ RCBC

1300 CFS

708.1 FT

50 YRS

1100 CFS


1.12 SQ. MI.

XX FT

XX YRS

XX CFS

XX FT

3 @ 8’x10’ RCBC (BURIED 1’)

-L- STA 43+94.93-RPD- STA 22+80.53

El = 712.15

El = 708.00

PI =15+00.00

PI =16+00.00

PI =20+50.00

El = 704.78

LEFT DITCH

RIGHT DITCH

680

690

700

710

720

730

740

-RPD-

-LPB-

680

690

700

710

720

730

10+00 11+00 12+00 13+00 14+00 15+00 16+00

24+00 38+0037+0036+0035+0034+0033+0029+00 30+00 31+00 32+0028+0027+0026+0025+00



5/28/99



ENGINEER ENGINEER

14I-5000

09-J

UN-2015 10:3

7R:\

Road

way\

Proj\I-5000_

Rdy_pfl.d

gn

$$$$

US

ER

NA

ME$$$$

680

690

700

710

720

730

740

680

690

700

710

720

730

V = 50+ MPHV = 50+ MPH

SEE SHEETS 4, 5, & 6 FOR PLANS


DD

680

690

700

710

720

730

740

PI = 26+09.00

EL = 717.02’

(+)1.3576%

VC = 350’

K = 224

PI = 32+09.00

EL = 734.55’

(+)2.9216%

(-)0.7034%

VC = 400’

K = 110

680

690

700

710

720

730

740

750

760

EL = 732.34’-RPD- STA 35+23.13END GRADE

(+) 1.8333%

ELEV = 714.21-RPD- STA 24+00DITCH GRADE LT

BEGIN SPECIAL

ELEV = 727.26-RPD- STA 31+00DITCH GRADE LT

END SPECIAL

(+) 1.3933%(dit)

(+) 2.1840%

-LPB- STA 10+00.00

-LPB- STA 16+99.28

-TRAIL- STA 30+37.36-RPD- STA 31+64.31


El = 716.30

El = 721.76

PI =25+50.00

PI =28+00.00

LEFT DITCH

-TRAIL-

680

690

700

710

720

730

740

680

690

700

710

720

730

740

730.8

2

-TRAIL-

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

24+00 29+00 30+00 31+00 32+0028+0027+0026+0025+00




5/28/99



ENGINEER ENGINEER

15I-5000

09-J

UN-2015 10:3

7R:\

Road

way\

Proj\I-5000_

Rdy_pfl.d

gn

$$$$

US

ER

NA

ME$$$$

680

690

700

710

720

730

740

680

690

700

710

720

730

740

V = N/A


D

(+) 0.6067% (+) 0.7667%(+) 2.8

823%

ELEV = 707.70-TRAIL- STA 14+50

DITCH GRADE LTBEGIN SPECIAL

ELEV = 712.22-TRAIL- STA 18+20.03

DITCH GRADE LTEND SPECIAL

EL = 710.05’-TRAIL- STA 15+00BEGIN GRADE

PI = 25+00.00

EL = 734.32’

(+)2.8990% (-)4.6016%

VC = 350’

K = 47

730.8

2

-L- STA 43+19.03-TRAIL- STA 21+10.03

-TRAIL- STA 29+93.97BEG. CULVERT

-TRAIL- STA 31+58.83END CULVERT

-TRAIL- STA 30+37.36-RPD- STA 31+64.31


El = 708.61 El = 709.60

PI =16+00.00 PI =17+29.13 LEFT DITCH

PI = 33+55.00

EL = 694.98’

(-)4.6016%(-)0.8038%

VC = 300’

K = 79

691.40

680

690

700

710

720

730

740

33+00 34+00 35+00 36+00 37+00 38+00

V = N/AD

(-) 3.1647% (+) 1.4462%

ELEV = 689.98

-TRAIL- STA 36+00

DITCH GRADE LT

BEGIN SPECIAL

ELEV = 688.23

-TRAIL- STA 37+50

DITCH GRADE LT

END SPECIAL

PI =36+85.000

El = 687.29

LEFT DITCH

PIPE HYDRAULIC DATA

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

=

=

=

=

5.32 AC

10 YRS

7.18 CFS



OVERTOPPING ELEVATION =

=

=

=

N/A

N/A

= N/A

25 YEAR DISCHARGE


8.34 CFS

688.91 FT

689.08 FT

18" RCP-III

PIPE HYDRAULIC DATA

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

=

=

=

=

13.20 AC

10 YRS

30" RCP-IV

19.61 CFS




=

=

=

N/A

N/A

= N/A

25 YEAR DISCHARGE


22.75 CFS

692.67 FT

292.88 FT

09030543

18" RCP-III

710.0

5

PI = 16+00.00

EL = 710.66’

(+)0.6100%

VC = 150’

K = 46

PI = 18+55.00

EL = 720.50’

(+)3.8588

%

VC = 150’

K = 48

PI = 20+80.00

EL = 722.15’

(+)0.7333%

(+)2.8976%

VC = 150’

K = 69

V = N/ADV = N/AD

V = N/AD

EL = 691.69’-TRAIL- STA 48+10.68END GRADE



5/28/99



ENGINEER ENGINEER

16I-5000

09-J

UN-2015 10:3

7R:\

Road

way\

Proj\I-5000_

Rdy_pfl.d

gn

$$$$

US

ER

NA

ME$$$$

680

690

700

710

720

730

740

750

760

-L-

(+) 1.2775%

(+) 1.4100% (-) 0.7440%ELEV = 733.52-L- STA 56+00DITCH GRADE RTBEGIN SPECIAL

ELEV = 741.00-L- STA 65+50DITCH GRADE RTEND SPECIAL

El = 738.63 El = 742.86

PI =60+00.00 PI =63+00.00

SEE SHEETS 7 & 7-A FOR PLANS

69+0068+0067+0066+0065+0064+0063+0062+0061+0060+0059+0058+0057+0056+0055+00

RIGHT DITCH

680

690

700

710

720

730

740

PI = 41+50.00

EL = 688.59’

(-)0.8038% (+)0.4698%

VC = 350’

K = 275

691.69

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00

V = N/AD

-TRAIL-

680

690

700

710

720

730

740

680

690

700

710

720

730

740

750

760



(+)0.4698%

-TRAIL- STA 47+89.65END CULVERT

-TRAIL- STA 46+92.81BEG. CULVERT

46+00 47+00 48+00

-Y3- STA 21+83.98-TRAIL- STA 47+42.43

ELEV = 687.09

-TRAIL- STA 39+00

DITCH GRADE LT

BEGIN SPECIALELEV = 686.75

-TRAIL- STA 40+50

DITCH GRADE LT

END SPECIAL

ELEV = 685.53

-TRAIL- STA 42+50

DITCH GRADE LT

BEGIN SPECIALELEV = 686.91

-TRAIL- STA 45+00

DITCH GRADE LT

END SPECIAL

ELEV = 689.34

-TRAIL- STA 46+50

DITCH GRADE LT

BEGIN SPECIAL

ELEV = 689.10

-TRAIL- STA 46+72

DITCH GRADE LT

END SPECIAL

(-) 1.3077% (+) 0.6000%(-) 0.9600%

(+) 1.5600%

(-) 1.0909%

PI =39+65.000

El = 686.24PI =43+50.000

El = 684.57

LEFT DITCH

PIPE HYDRAULIC DATA

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

=

=

=

=

2.36 AC

10 YRS

3.18 CFS

15" RCP-IV




=

=

=

N/A

N/A

= N/A

25 YEAR DISCHARGE


3.69 CFS

687.31 FT

687.41 FT

PIPE HYDRAULIC DATA

DRAINAGE AREA

DESIGN FREQUENCY

DESIGN DISCHARGE

DESIGN HW ELEVATION

=

=

=

=

4.98 AC

10 YRS

8.71 CFS




=

=

=

N/A

N/A

= N/A

25 YEAR DISCHARGE


9.96 CFS

686.39 FT

686.61 FT

18" RCP-III0906 0908

18" RCP-III15" RCP-IV

state of north carolina division of highways n gaston...

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