preliminary plans s e i t p a oun m c ng ani eet w o r m c i l s b u p ... · 1. 5 s f d 1. 5 s f d...

1
1 . 5SFD 1 . 5SFD 1 S B K D S W BLK RET. WALL HTR 1 S F D G S 1 SFAPT 1 SFD S S HTR BK RET.WALL S 1 SMTLBUS 1 SFD S W S 1 SFD 1 SFD W RET.WALL CONC S HTR HTR HTR HTR HTR HTR HTR 1 SBKD S 1 SF D 1 S F D 1 SBKD WD RET.WALL 1 SBLKBUS W HTR BLK RET.WALL 1 SBKBUS 2SBKBUS G BK RET.WALL BK RET.WALL S S 1 SMTLBUS ( SELF- STORAGE) 1 SMTLBUS ( SELF- STORAGE) 1 SMTLBUS ( SELF- STORAGE) 1 SMTLBUS ( SELF- STORAGE) 1 SMTLBUS ( SELF- STORAGE) W 1 . 5 SF D S S S 1 S F D 1 SF D G W S 1SBKD W S 1 SBKBUS 1 SBKBUS G S HTR S G S 1 SFD S S G 1 SF D 2SFD S S H T R B U S 1SFD 1 SBKD S W 1 SFD 1 SBKD WD S W S S 1 SF D W 1 SFD W S S 1 . 5SBKD 1 SMTLBUS S S 1 SFD S 1 SFD S S S HTR 1 SF D S S S 1 SBKD 1 SBKD 1 SBKD G S S 2SBKAPT 2SBKAPT 2SBKAPT S S S CAN MTL S S S 1 SBLKD G S 1 SFD HTR 1 SFD 1 SFD G G 1 SBKD 1 SBLKBUS 1 SBKD 1 SBKD G HTR ( DI LAPI DATED) 1 SFD S S S S G 1 SFD W 1 SFD G H TR G H TR S W 1 SFD HTR CAN WD W 1 SFD S S 1 SBKBUS S 1 SF D 1 SFD BLK RET. WALL 1 SFD 1 SF D 1 SBKD G GAZEBO S G S S 1 SFBUS 1 SBKBUS 1 SBKBUS 1 SFD 1 SBKD 1 SBKBUS W W 1 SF D HTR S S S W HTR W S S G 1 SFD 1 SFD S 1 SFD W 1 SFD S 1 SBKD HTR HTR S W 1 . 5 SBKD 1 . 5 SBKD 1 SF D 1 S F D 1 SF D 1 S B KD S S S 2 S F D 1 SF D G S G BLK WALL 1 SF D G S 1 SFD 1 SFBUS 1 SFD S S CAN MTL S S W W W CHI CKEN HOUSE S DOG LOT S WD RET.WALL G W S WI T C H B O X W S W C ANO P Y M TL C A N O P Y M TL S S S S S S CANOPY MTL SALVAGE AUTO AUCTI ONS G RETAI NI NG WALL W CANOPY S S RAI L ROAD UNDE R CONSTRUCTI ON RAI L ROAD UNDE R CONSTRUCTI ON ; ; ; ; ; ; ; ; ; ; ; C L -Y19- NC-152 4' 4' 10' 12' 12' 17'-6" 12' 12' 10' 8'-9" 8'-9" 70 72 71 70 70 68 67 71 71 98 99 71 71 125 125 124 123 122 140 100 101 103 71 71 105 102 104 104 71 115 114 113 113 112 106 107 108 111 109 97 128 129 131 135 110 116 117 116 118 116 120 121 119 136 139 133 134 137 132 138 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 152 150 156 157 158 158 159 160 160 160 161 162 163 164 165 166 167 167 168 171 172 173 174 172 172 175 176 177 178 179 179 180 181 182 183 184 175 175 175 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 203 204 195 195 245 246 247 248 249 250 251 252 252 253 253 254 245 70 71 97 -Y19- NC-152 TYPICAL SECTION 2040 2016 41 41 46 43 AADT YEAR (VOLUME IN 100s) 1283 859 (-Y19-) NC 152 284 231 173 130 (-L-) I-85 (-L-) I-85 1220 820 128 111 22 12 (-Y19-) NC 152 2040 2016 AADT YEAR (VOLUME IN 100s) 144 129 203 162 281 229 (-Y19-) NC 152 (-Y19-) US 29 (-Y19-) US 29 / NC 152 33 31 170 131 2040 2016 AADT YEAR (VOLUME IN 100s) 118 123 141 120 141 127 (-Y19-) US 29 (-Y19-) US 29 59 58 82 62 (-Y28-) (SR 1673) MAIN ST D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS C A B A RRU S & ROW AN C OUNT I E S P ROJ E C T W B S No . 36780 . 3 . GV 3 / T I P No . I- 3802 B / F E D . A I D No . NH I M F - 085 - 2 ( 78 ) 63 C A B A RRU S & ROW AN C OUNT I E S P ROJ E C T W B S No . 36780 . 3 . GV 3 / T I P No . I- 3802 B / F E D . A I D No . NH I M F - 085 - 2 ( 78 ) 63 M A P 3 OF 3 M A P 3 OF 3 - Y 21 - - Y 21 R P C - - Y 21 RP B- - Y 2 1 L P D - - Y 21 R P D - M A I N S T - Y 28 - - Y 1 9 RP C- - Y 19 RP B- - Y 1 9 RP A- - Y 19 RP D- P O W E R S T - Y 25 - KET CHI E E S T ATE RD - Y 25 A- M Y R TLE GOODN I GH T R D -Y22- M Y RTLE GOODNI GHT RD - Y 23 - - Y 30 - HO P E L N E X T . HO P E L N E X T . - Y 30 - R A I L R OAD AV E RI DG E AV E S T HUFF M AN BE AV E R S T O L D RO CKW E LL S T 715 + 00 72 0 + 0 0 725 + 0 0 7 3 0 + 00 7 3 5 + 0 0 3 5 +00 30 +0 0 25 +00 15 +00 2 0 +0 0 15+00 15 +0 0 80 +00 15 + 00 75 +00 70 +00 6 5 +0 0 60 +00 5 0 + 00 2 0 +00 15 +0 0 40 + 00 5 5 + 00 50 + 00 55 +00 5 5 + 00 50 + 0 0 2 0 + 00 45 + 00 15 + 00 1 5 + 0 0 45 + 00 45 + 00 10 + 00 40 + 00 35 +00 20 +00 15 +00 10 +00 10 +0 0 15 +00 20 +0 0 2 0 + 00 2 5 + 0 0 30 + 00 25 +00 35 + 00 20 +00 40 + 00 7 1 0 + 00 20 +00 10 + 00 85 +00 10 + 00 DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.08 = 70 MPH = INTERSTATE D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A PUBLIC MEETING MAP CABARRUS & ROWAN COUNTIES PROJECT WBS No. 36780.3.GV3 / TIP No. I-3802B / FED. AID No. NHIMF-085-2(78)63 NORTH OF US 29-601 CONNECTOR INTERCHANGE (EXIT 68) I-85 FROM NORTH OF LANE ST. (EXIT 63) TO MAP 3 OF 3 601 INTERSTATE 85 -L- S HUE RD - Y 29 - O L D US 2 9 / 6 01 CO NNE CT O R - Y 19 - 29 -L- INTERSTATE 85 601 - Y 19 - NS RAI L ROAD NS RAI L ROAD 152 29 - Y 19 - 29 N S R A I L R OAD 152 - Y 19 - 152 P U B L I C M EET I NG M A P P U B L I C M EET I NG M A P NORT H OF U S 29 - 601 C ONNE C T OR I NTE RC HANGE ( E XI T 68 ) I- 85 F ROM NORT H OF L ANE S T . ( E XI T 63 )T O NORT H OF U S 29 - 601 C ONNE C T OR I NTE RC HANGE ( E XI T 68 ) I- 85 F ROM NORT H OF L ANE S T . ( E XI T 63 )T O 20 + 0 0 25+00 LEGEND EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY PROPOSED RIGHT OF WAY BUILDINGS LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY EXISTING TRAFFIC SIGNAL EXISTING ROADWAY TO BE REMOVED PROPOSED ROADWAY PROPOSED RIGHT OF WAY LINE EXISTING RIGHT OF WAY & GUTTER AND SIDEWALK PROPOSED STRUCTURES, ISLAND, CURB PROPOSED TRAFFIC SIGNAL EXISTING STRUCTURES TO BE RETAINED EXISTING STRUCTURES TO BE REMOVED PROPOSED EASEMENTS EXISTING UTILITY EASEMENT EXISTING PROPERTY LINES GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED. PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY NOTE: ORTHOPHOTO DATA Imagery Date = 02-23-2014 100' 100' 50' 200' 0' HI T ACHI M ET AL S DR W AS HI NG T ON S T K L ONDA LE S T 15 + 00 C/A END C/A END C/A END C/A END M ADI S ON RD - Y 24 - 1 42 ' 14 2 '

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Page 1: PRELIMINARY PLANS S E I T P A OUN M C NG ANI EET W O R M C I L S B U P ... · 1. 5 s f d 1. 5 s f d 1sb kd s w b l k + r t w a l h t r 1sfd g s 1 s f a p t 1 f d s s h t r b k r e

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CL-Y19-

NC-152

4'4'

10' 12' 12' 17'-6" 12' 12' 10'

8'-9"8'-9"

70

72

71

70

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71

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198199203

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97

-Y19- NC-152TYPICAL SECTION

20402016

4141

4643

AADT YEAR(VOLUME IN 100s)

1283859

(-Y19-)NC 152 284

231173130

(-L-)I-85

(-L-)I-85

1220820

128111

2212

(-Y19-)NC 152

20402016

AADT YEAR(VOLUME IN 100s)

144129

203162

281229

(-Y19-)NC 152

(-Y19-)US 29

(-Y19-)US 29 / NC 152

3331

170131

20402016

AADT YEAR(VOLUME IN 100s)

118123

141120

141127

(-Y19-)US 29

(-Y19-)US 29

5958

8262

(-Y28-)(SR 1673)MAIN ST

DEPART

M

EN

TO

FT

RA

NS

PO

RT

ATION

STAT

E

OF

NO

RT

HC

AR

OLINA

DEPART

M

EN

TO

FT

RA

NS

PO

RT

ATION

STAT

E

OF

NO

RT

HC

AR

OLINA

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

CA

BA

RR

US

&

RO

WA

N

CO

UN

TIES

PR

OJE

CT

WB

S

No. 36780.3.G

V3 / TIP

No. I-3802B / F

ED. AID

No. N

HIM

F-085-2(7

8)6

3

CA

BA

RR

US

&

RO

WA

N

CO

UN

TIES

PR

OJE

CT

WB

S

No. 36780.3.G

V3 / TIP

No. I-3802B / F

ED. AID

No. N

HIM

F-085-2(7

8)6

3

MA

P 3 O

F 3

MA

P 3 O

F 3

-Y21-

-Y21RPC-

-Y21R

PB-

-Y21LPD-

-Y21RPD-

MAIN S

T

-Y28-

-Y19RPC-

-Y19

RP

B-

-Y19RPA-

-Y19

RP

D-

POWER ST-Y25-

KE

TC

HIE E

ST

AT

E R

D-Y

25

A-

MYRTLE GOODNIGHT RD-Y22-

MYRTLE G

OO

DNIG

HT R

D

-Y23-

-Y30- H

OPE L

N E

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N E

XT.

-Y30-

RAIL

RO

AD A

VE

RID

GE A

VE

ST

HUFF

MA

N

BEA

VER S

T

OLD R

OC

KW

ELL S

T

715+00

720+00

725+00

730+00

735+00

35+00

30+00

25+00

15+00

20+00

15+00

15+00

80+00

15+00

75+00

70+00

65+00

60+00

50+002

0+00

15+00

40+00

55+00

50+

00

55+00

55+00

50+00

20+00

45+00

15+0015+00

45+00

45+00

10+00

40+00

35+00

20+00

15+00

10+00

10+00

15+00

20+00

20+00

25+0030+00

25+00

35+00

20+00

40+00

710+00

20+00

10+00

85+00

10+00

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

= 0.08= 70 MPH= INTERSTATE

DE

PA

RT

M

EN

TOF TRANS

PO

RT

ATI

ON

ST

AT

E

OF

NORTHC

AR

OLI

NA

PUBLIC MEETING MAP

CABARRUS & ROWAN COUNTIESPROJECT WBS No. 36780.3.GV3 / TIP No. I-3802B / FED. AID No. NHIMF-085-2(78)63

NORTH OF US 29-601 CONNECTOR INTERCHANGE (EXIT 68)

I-85 FROM NORTH OF LANE ST. (EXIT 63) TO

MAP 3 OF 3

601

INTERSTATE

85

-L-

SH

UE R

D

-Y29-

OLD U

S 29 / 601 C

ON

NECTO

R

-Y19-

29

-L-

INTERSTATE

85

601

-Y19-

NS R

AIL

RO

AD

NS R

AIL

RO

AD

152

29

-Y19-

29

NS RAI

LROAD

152

-Y19-

152

PU

BLIC

ME

ETIN

G

MA

P

PU

BLIC

ME

ETIN

G

MA

P

NO

RT

H

OF

US 29-601

CO

NN

EC

TO

R IN

TE

RC

HA

NG

E (E

XIT 68)

I-85 F

RO

M

NO

RT

H

OF

LA

NE S

T. (E

XIT 63)

TO

NO

RT

H

OF

US 29-601

CO

NN

EC

TO

R IN

TE

RC

HA

NG

E (E

XIT 68)

I-85 F

RO

M

NO

RT

H

OF

LA

NE S

T. (E

XIT 63)

TO

20+00

25+00

LEGEND

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

BUILDINGS

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

EXISTING TRAFFIC SIGNAL

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

PROPOSED RIGHT OF WAY LINE

EXISTING RIGHT OF WAY

& GUTTER AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

PROPOSED TRAFFIC SIGNAL

EXISTING STRUCTURES TO BE RETAINED

EXISTING STRUCTURES TO BE REMOVED

PROPOSED EASEMENTS

EXISTING UTILITY EASEMENT

EXISTING PROPERTY LINES

GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS AREFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITYNOTE:

ORTHOPHOTO DATA

Imagery Date = 02-23-2014

100' 100'

50'

200'0'

HIT

AC

HI

ME

TA

LS D

R

WASHIN

GTO

N S

T

KLO

ND

ALE S

T

15+00

C/AEND

C/AEND

C/AEND

C/AEND

MA

DIS

ON R

D

-Y24-

142'

142'