U5301 rdy phm ALT2B Expressway-Superstreet psh 01-Defaultsa sa se sd wv wb wt wf wd we wg wn wo wj...

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S A S A S E S D WV WB WT WF WD WE WG WN WO WJ WI WK WM P 6 P 5 P 4 S I S I S I S I S J S J S J S J S J S J P 7 S H H S H H P 8 P 1 1 SS SS S R S R S R S Q P 22 P 9 S P P 1 0 P 1 2 P 1 3 P 14 S V S G G P 1 5 P 1 6 S V Wil l i a ms C r e e k P 16 S K S K S K S K P 1 7 S O F F C C F F F F F C C C F F F F F C C C C F C F C C C C C F F F F F F F C F F C C F F F F F C C F F C C C F C C C C F F C C F F C C C C C C F F C F C C F F C C F F F F C F C F F F F F F F F C F C F F F F F F C F C F C C C C F F F F C C C C C F C C C C F C F C F F F F F C C C C C C C C C F F C C C C F C C C F F F F F F F F F C F C C C C C F C C F F F F C C C F F C C C F F C F C C C C C C C C C C C C C F F C C F F F F C C C F F C C C F F F F F F F F F C C F C C C C C C C C F F F F F C 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 L A UR A DUN C AN R D L AK E P I N E D R S HE P HE R DS V I N E YA R D DR S HE P HE R DS V I N E YA R D DR L AK E P I N E DR P I N E P L A Z A DR P I N EP L A Z A D R O L D R A LE I GH R D L AUR A DUN C AN R D L AU R A V I LL AG ER D M E RC HA N T DR KNO LL W OOD DR REMOVED REMOVED C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A 1 10 1 1 5 120 125 130 13 5 140 1 4 5 160 175 170 18 0 185 1 90 165 1 50 155 1 9 5 C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A PI Sta 16+27.36 D L = 587.74' T = 305.17' R = 885.00' PI Sta 30+61.11 D L = 249.84' T = 125.83' R = 850.00' PI Sta 38+65.68 D L = 310.91' T = 156.50' R = 1,100.00' PI Sta 15+32.58 R = 415.00' PI Sta 13+69.79 D L = 122.78' T = 61.72' R = 487.00' PI Sta 14+96.99 D L = 131.82' T = 66.14' R = 650.00' PI Sta 18+78.85 D L = 225.24' T = 118.23' R = 300.00' D L = 102.09' T = 51.30' PI Sta 16+34.59 L = 453.86' T = 249.45' R = 440.00' PI Sta 28+45.74 D L = 297.50' T = 152.74' R = 533.00' PI Sta 33+68.60 D L = 249.48' T = 125.97' R = 730.00' DS = 40 MPH SE = 04 DS = 40 MPH SE = 04 DS = 40 MPH SE = 04 D PI Sta 125+35.82 D L = 1,085.82' T = 551.97' R = 2,450.00' PIs Sta 131+49.69 F Ls = 240.00' LT = 160.02' ST = 80.02' PIs Sta 161+12.60 F Ls = 80.00' LT = 53.33' ST = 26.67' PI Sta 167+86.00 D L = 1,290.92' T = 646.73' R = 8,400.00' DS = 60 MPH SE = 06 DS = 60 MPH SE = 03 PIs Sta 174+56.85 F Ls = 80.00' LT = 53.33' ST = 26.67' PI Sta 113+29.48 D L = 1,281.30' T = 644.45' R = 4,820.00' PC S t a . 13 +85 . 1 4 P C S t a . 32 + 4 2 . 6 4 P T S t a . 34 + 92 . 1 1 P O T S t a . 35 + 50 . 4 3 P T S t a . 31 + 85 . 12 P C S t a . 37 + 09 . 18 P O T S t a . 42 + 07 . 73 P T S t a . 40 + 20 . 09 PC S t a . 13 +22 . 19 P T S t a . 19 + 09 . 9 3 PO T S t a . 10 +00 . 00 P C S t a . 29 + 35 . 28 PO T S t a . 1 0 +00 . 00 S T S t a . 17 5 +10 . 19 CS Sta. 174+30.19 S C S t a . 161 +39 . 27 T S S t a . 160 +59 . 27 P T S t a . 2 9 + 90 . 51 P C S t a . 26 + 93 . 00 P T S t a . 18 + 39 . 00 P C S t a . 23 + 03 . 94 P T S t a . 24 + 41 . 08 P C S t a . 27 + 97 . 90 PO T S t a . 3 0 +95 . 9 4 P O T S t a . 10 + 00 . 00 P C S t a . 15 + 30 . 26 P T S t a . 16 + 41 . 34 PT S t a . 3 0 +1 4 . 2 0 - L - PC S t a . 119 +8 3 . 8 5 - L - PT S t a . 1 19 +6 6 . 34 C S S t a . 130 +69 . 67 S T S t a . 133 +0 9 . 6 7 -L- CURVE DATA -Y1- CURVE DATA -Y4- CURVE DATA -Y5- CURVE DATA EXTRA ATTIC SELF STORAGE KC2 ENTERPRISES LLC APEX LLC EXCHANGE BELL HNW AAW LLC XDM LTD SYSTEMS INC TRI ARC FOOD E HUNT II LLC GROUP AUTOMOTIVE HENDRICK WHEELER STEPHEN E WHEELER GINY FOWLER CROSSROADS HOLDINGS LLC SALEM STREET ARBORETUM CONDO COUNTY OF WAKE CRP-APEX II LLC CRP-APEX II LLC BRISTOL SUSAN BRISTOL DAVID COSTCO WHOLESALE CORPORATION FAITH BAPTIST CHURCH MERIDIAN AT NICHOLS PLAZA LLC GAZENBEEK ANN FREEMAN CROSSROADS HOLDINGS LLC OWNERS ASSOCIATION INC NICHOLS PLAZA PROPERTY HENDRICK AUTOMOTIVE GROUP SHENTON MARILYN A SHENTON WILLIAM T RESERVE AT MILLS FARM LLC APEX TOWN OF CSP COMMUNITY OWNER LLC REGENCY CENTERS LP REGENCY CENTERS LP HENDRICK AUTOMOTIVE GROUP INVESTMENTS LLC WILLIS PROPERTY APEX TOWN OF MACGREGOR CENTRE LLC MACGREGOR MEDICAL LLC MACGREGOR CENTRE LLC MACGREGOR CENTRE LLC ANDORIA ENTERPRISES LLC DENISE HARDYJAMIE SHAWN ERIC HARDY JACQUELINE A DELUCA DELUCATONYJ III EULAH B HENDERSON MASTER ASSOCIATION INC VILLAGES OF APEX TRYON PROPERTIES LC WAKE COUNTY INC HUMANITY OF HABITAT FOR BARBARA ANN POLLARD SCHROEDER LINDA A SCHROEDER CHARLES R JUSTIN DAUNCEY APEX TOWN OF J R H INC DONALD WAYNE PENDERGRAFT THOMAS G PENDERGRAFT DONALD WAYNE PENDERGRAFT JAMES RAY PALMER SOUTHEAST LLC TIME WARNER CABLE LTD PTNRP KROGER LTD PTNRP I ELOISE W GOODE BARBARA J FABER TERESA S ALLEN ROBERTA E ROSE TRYON JERRI L JEFFREY A TRYON YVETTE R CRAWLEY PROPERTIES LC TRYON HAYES KAREN C HAYES TIMOTHY J PROPERTIES LP WYNNE LLC AUTOMOTIVE MLC HUDDLESTON BEACHAM SARA W ISRAEL VILLALPANDO LUIS JR VILLALPANDO TAYLORGREY JOSEPHBENDER WILLIAM BENDER POLLY S QUINN THOMPSON KERRY BARBARA ANN LASSITER PATRIKIOS ROBERT W PATRIKIOS LILLIAN TONY BROJAKOWSKI CARRIE BROJAKOSKI MARIE BREEDING TONI DONOVAN D. BREEDING ERIN C BESTER JOSEPH W BESTER CORY M CHASE SAMANTHA L CHASE JENNA PHILLIP STIRLING RYAN CHRISTOPHER STIRLING DIOCESE OF RALEIGH ROMAN CATHOLIC SUSAN P EVANS JR CHARLES M EVANS HOLDINGS LLC L&M FAMILY DEBRA BARNES DAVID G BARNES ANDREW L/TR CLARK WAYNE DONALD PENDERGRAFT THOMAS PENDERGRAFT PATRICIA J REYNOLDS WILLIAM L REYNOLDS ESTATE LLC TW APEX REAL CENTER LLC SQUARE MACGREGOR CORPORATION MCDONALD'S WRIGHT LAURA M WRIGHT JARED M BARTOW CHRISTINE DOBBINS CATHERINE DOBBINS LUCAS MINION CYNTHIA S MINION DAVID K MAXINE D HUTCHENS LAWRENCE R HUTCHENS LORETTA F TRAMMELL PHILLIP ALAN TRAMMELL DORIS T BATTLE MILTON OWENS BATTLE QUICK CHERYL E QUICK PATRICK P HEUGEL AMANDA HEUGEL BRIAN PARLIER KAREN R REUBENA JR PARLIER BRIDGET N DICKINSON TIMOTHY G GREEN DEBRA B WALSH LEON C III WALSH MARYBETH A H JR NEBLETT NEBLETT JOHN CAPPS LYNETTE T CAPPS JOHN A JACQUELYN S TR CHASTAIN TRUSTEE CHASTAIN DOYLE E DIOCESE OF RALEIGH ROMAN CATHOLIC WILLIAM AYRES VALENCIA VALENCIA INDIRA SOUTHARD LAURA SOUTHARD THOMAS BENJAMIN T BLANCHARD JENNIFER K BLANCHARD TRUSTEE SINGLETARY LEABO KAREN NICKIE S JAMES OQUINN OQUINN HAROLD CHRISTIAN NICHOLAS ROOSE LYNN TAMARA ROOSE AMY D LIVESAY CURTIS S LIVESAY KING TERRY A TERRY J JR HOUGH WILLIAM R HOUGH INVESTMEN BROTHERS TAMSBERG RIDGE LLC TAMSBERGOAK MOYER STACEY N MOYER WESLEY M BABB ANNE E BABB ROBERT M JR CAPPS ELIZABETH T CAPPS HAROLD JACKSON MCCALL CLIFTON E WHITCOMB NATHANIEL GARDNER KIMBERLY V GARDNER PETERS BRIAN YARTER ETHEL H WEEKS TINA Q WEEKS JASON M GRANT YONG S GRANT STEVE S LLC PROPERTIES PLAZA GOALNICHOLS 1ST & DAWN FORSYTHE MARK W FORSYTHE GAIL L JR ZADELL JOSEPH FRANK ZADELL CHRISTOPHER T DAWSON CORPORATION COSTCO WHOLESALE CENTERS LP REGENCY MILLS FARM LLC RESERVE AT SORRELL DENISE B SORRELL LOYD V CALIBER APEX II LLC CALIBER APEX I LLC HOLDINGS LLC CROSSROADS E NRIMMER HETTY RIMMER JAMES MINION DAVID K MINION CYNTHIA S MARTHA HUDGINS ROBERTEUGENE JR HUDGINS ALLEN DEBBIE C SARAH GULLEY ISRAEL WILLETT WILLLETT CHRISTIE H GLOVER STEVEN D GLOVER CLARK HAROLD R CLARK JENNIFER C MANN SONJA R MANN TIMOTHY M PATRICIA A BEASLEY PAMELA L SHERER INVESTMEN BROTHERS LLC TAMSBERG OAKRIDGE TAMSBERG HOWARD CYNTHNI M CHRISTOPHER S HOWARD ANGELA REUSCHEL SCOTT REUSCHEL STANLEY J III ADAMCZYK LLC PARTNERS KPS CNTRS INC CHILDRENS HORIZONS BRIGHT KENNELS TOWN & COUNTRY HOLDING INC ESTATE BLAND REAL GARDENS LP SBI LAKEWOOD PROPERTY LLC LUIHN FOUR REAL TRACY P BRANNOCK MICHAEL A BRANNOCK SHARON D MAYE CLEVON JR MAYE LYNNAE MIRANDA SCHULSTAD TODD HAYDEN SCHULSTAD YONG S GRANT SOUTHALL STEVEN GRANT AMPARO C REGISTRADO RICARDO A REGISTRADO NG WAI HUNG JERRI L TRYON JEFFREY A TRYON JEN NORTH CAROLINA 10 LLC CAROLINA 10 LLC JEN NORTH J DORCAS GASS M REX GASS BETH ANNE LIPPERT BANJAMIN FRED LIPPERT PARTNERS LLC PEAKSTONE PLAZA LLC MACGREGOR 46 ' 3 6 ' 9 0 ' 36 ' 48 ' 4 8 ' 4 6 ' 36 ' 3 6 ' 4 6 ' 6 0 ' 36 ' 46 ' 70 ' R O W 48 ' 24 ' 60 ' 24 ' 22 ' 33 ' E X I S T . R O W 264 ' E X I S T . R O W 2 3 1 ' T O P I TT S B O R O C S X T - Y 1 - - Y 1 - - Y 2 - - Y 3 - - Y 4 - - Y 5 - - Y 5 - WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING -L- STA. 116+21.47 BEGIN TIP PROJECT U-5301 WALL RETAINING WALL RETAINING WALL RETAINING DUK E P O W E R AND GA S L I NE WALL RETAINING WALL RETAINING WALL RETAINING - Y 3 S R - - Y 14 - - Y 13 - ALIGNMENT RAIL DETOUR TEMPORARY RAIL ALIGNMENT PROPOSED BRIDGE RAIL DETOUR TEMPORARY BRIDGE PROPOSED RAIL - L - - L - - L - BOJANGLES BELL TACO MOBIL JIFFY LUBE BP CIRCLE K WILLIAMS SHERWIN- INFINITI ZAXBY'S OF APEX SCHOOL PRIMROSE APEX HIGH SCHOOL AUTO CNETER QUICKLAND TIRE & ACADEMY SPORTS PEI WEI OPTOMETRY TRIANGLE VISION STARBUCKS MCALISTER'S DELI FIVE GUYS CHIPOTLE BAR PARIS NAIL COSTCO REGIONAL LIBRARY EVA PERRY BRIGHTHORIZONS DENTISTRY APEX GENERAL CHURCH FAITH BAPTIST MEXICO CIUDAD SCHLOTZSKY'S WENDY'S SERVICE AND AUTO BLACKS TIRE MCDONALD'S HARRIS TEETER RESTAURANT MEXICAN LA COCINA BREWSTER'SPUB DENTISTRY WILLIS FAMILY FURNITURE WOODY'S PEAK AUTO FAMILYMEDICINE AND TOVE DOLLINGER POP MEDICAL CALIBER COLLISION TIP U-5537 FUTURE PROJECT AUTO SPA TIDAL WAVE SPIRITS PASTA, AND RUCKUS PIZZA, CHURCH CATHOLIC ST. ANDREW'S PLAZA NICHOLS MERIDIAN AT HENDRICK TOYOTA A P E X T O W N L I MI T C A R Y T O W N L I MI T A P E X T O W N L I M I T C A R Y T O W N L I M I T REMOVED REMOVED C A C A IMPACTS AND DRIVEWAY TIES be determined during final design using final surveys. using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this 2017 NCDOT AERIAL PHOTOGRAPHY LEGEND IMPACTS AND DRIVEWAY TIES be determined during final design using final surveys. using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this 2017 NCDOT AERIAL PHOTOGRAPHY LEGEND UTILITY INFORMATION: preliminary and are subject to change. shown on these maps, including utility easements, are major existing and potential utility easements. The designs information shown on these maps is limited to locations of are not shown on these maps or on other displays. The utility To provide greater visual clarity, existing and proposed utilities BUILDINGS EXISTING RIGHT-OF-WAY EXISTING ROADWAY E X I S T I NG R OAD WAY T O B E R E M OV E D PROPOSED ROADWAY AND GUTTER, AND SIDEWALK P R O P O S E D S T R U C T U R E S , I S L AND , C U RB PROPERTY LINES LAKES, RIVER, STREAMS AND PONDS EXISTING UTILITY EASEMENT PROPOSED TRAFFIC SIGNAL EXISTING STRUCTURES TO BE REMOVED CITY LIMIT LINE PROPOSED RIGHT OF WAY CONSTRUCTION, UTILITIES) PROPOSED EASEMENTS (DRAINAGE, preliminary and are subject to change. shown on these maps, including utility easements, are major existing and potential utility easements. The designs information shown on these maps is limited to locations of are not shown on these maps or on other displays. The utility To provide greater visual clarity, existing and proposed utilities UTILITY INFORMATION: AND GUTTER TO BE RETAINED E X I S T I NG S T R U C T U R E S , I S L AND , C U RB EXISTING CONTROL OF ACCESS PROPOSED CONTROL OF ACCESS WETLANDS BUILDINGS EXISTING RIGHT-OF-WAY EXISTING ROADWAY E X I S T I NG R OAD WAY T O B E R E M OV E D PROPOSED ROADWAY AND GUTTER, AND SIDEWALK P R O P O S E D S T R U C T U R E S , I S L AND , C U RB PROPERTY LINES LAKES, RIVER, STREAMS AND PONDS EXISTING UTILITY EASEMENT PROPOSED TRAFFIC SIGNAL EXISTING STRUCTURES TO BE REMOVED CITY LIMIT LINE PROPOSED RIGHT OF WAY CONSTRUCTION, UTILITIES) PROPOSED EASEMENTS (DRAINAGE, AND GUTTER TO BE RETAINED E X I S T I NG S T R U C T U R E S , I S L AND , C U RB EXISTING CONTROL OF ACCESS PROPOSED CONTROL OF ACCESS WETLANDS E X I S T I NG R OAD WAY T O B E R E S U R F A C E D E X I S T I NG R OAD WAY T O B E R E S U R F A C E D WITH THE TOWNS OF APEX AND CARY PRELIMINARY AND SUBJECT TO A MUNICIPAL AGREEMENT NOTE: SIDEWALKS SHOWN ON THE TYPICAL SECTION ARE FUTURE PROJECT FUTURE PROJECT EXISTING TRAFFIC SIGNAL TO BE REMOVED EXISTING TRAFFIC SIGNAL TO BE REMOVED RAILROAD RIGHT-OF-WAY RAILROAD RIGHT-OF-WAY TEMPORARY DETOUR TEMPORARY DETOUR WITH THE TOWNS OF APEX AND CARY PRELIMINARY AND SUBJECT TO A MUNICIPAL AGREEMENT NOTE: SIDEWALKS SHOWN ON THE TYPICAL SECTION ARE WITH THE TOWNS OF APEX AND CARY PRELIMINARY AND SUBJECT TO A MUNICIPAL AGREEMENT NOTE: SIDEWALKS SHOWN ON THE TYPICAL SECTION ARE FLIGHT NUMBER: 170226 MISSION NUMBER:8124 FLIGHT NUMBER: 170226 MISSION NUMBER:8124 C A C A 2040 ADT US HWY 64 Duncan Rd. Laura Duncan Rd. Laura 2016 11300 9100 40000 41600 2700 4400 2400 2500 72300 26500 8600 71700 6300 4200 17100 11300 2040 ADT US HWY 64 2016 17300 38400 42700 3200 7200 3500 3200 Pine Dr. Lake Pine Dr. Lake 13600 33300 71700 9600 75400 500 4500 19400 13800 64 64 64 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DESIGN DATA 0 100 50 100 200 Maximum Superelevation Design Speed Functional Classification DESIGN DATA 0 100 50 100 200 Maximum Superelevation Design Speed Functional Classification (ENGLISH) S EE S H E E T 2 M A T CH L I N E S T A . 195 + 00 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DESIGN DATA 0 100 50 100 200 DESIGN DATA 0 100 50 100 200 Maximum Superelevation Design Speed Functional Classification (ENGLISH) ROLL 1 OF 3 R O LL 1 O F 3 R O LL 1 O F 3 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 P U B L I C M EE T I N G M A P TYPICAL SECTION NO. 3 TYPICAL SECTION NO. 5 TYPICAL SECTION NO. 1 MAY 2019 M AY 2019 M A Y 2 0 19 = 0.08 = 60 MPH = URBAN ARTERIAL = 0.08 = 60 MPH = URBAN ARTERIAL -Y4- SHEPHERDS VINEYARD DR. -Y1- LAURA DUNCAN RD. -Y5- LAKE PINE DR. TYPICAL SECTION NO. 4 TYPICAL SECTION NO. 2 -L- US 64 DUAL BRIDGES -Y1- LAURA DUNCAN RD. -Y5- LAKE PINE DR. -L- US 64 WAKE COUNTY W E S T O F U S 1 I N TE RC HANG E F R O M W E S T O F L AU R A DUN C AN R D T O P R O P O S E D U S 64 C O RR I DO R I M P R OV E M E N T S F E D E R A L A I D NU M B E R : NH S - 0064 ( 141 ) P R O J E C T 47018 . 1 . 1 U - 5301 W A K E C O U N T Y W E S T O F U S 1 I N T E RC H A N G E F R O M W E S T O F L AU R A DU N C A N R D T O P R O P O S E D U S 64 C O R RI DO R I M P R OV E M E N T S F E D E R A L A I D N U M B E R: NH S - 00 6 4 ( 14 1 ) P R O J E C T 47 0 18 . 1 . 1 U - 53 0 1 W A K E C O U N T Y W E S T O F U S 1 I N TE R C H ANG E F R O M W E S T O F L AU R A DUN C AN R D T O P R O P O S E D U S 64 C O RR I D O R I M P R O V E M E N T S F E D E R A L A I D NU M B E R : N H S - 0 0 6 4 ( 141 ) P R O J E C T 4 7 0 1 8 . 1 . 1 U - 5 3 0 1

Transcript of U5301 rdy phm ALT2B Expressway-Superstreet psh 01-Defaultsa sa se sd wv wb wt wf wd we wg wn wo wj...

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L = 587.74'

T = 305.17'

R = 885.00'

PI Sta 30+61.11

D

L = 249.84'

T = 125.83'

R = 850.00'

PI Sta 38+65.68

D

L = 310.91'

T = 156.50'

R = 1,100.00'

PI Sta 15+32.58

R = 415.00'

PI Sta 13+69.79

D

L = 122.78'

T = 61.72'

R = 487.00'

PI Sta 14+96.99

D

L = 131.82'

T = 66.14'

R = 650.00'

PI Sta 18+78.85

D

L = 225.24'

T = 118.23'

R = 300.00'

D

L = 102.09'

T = 51.30'

PI Sta 16+34.59

L = 453.86'

T = 249.45'

R = 440.00'

PI Sta 28+45.74

D

L = 297.50'

T = 152.74'

R = 533.00'

PI Sta 33+68.60

D

L = 249.48'

T = 125.97'

R = 730.00'DS = 40 MPH

SE = 04DS = 40 MPH

SE = 04

DS = 40 MPH

SE = 04

D

PI Sta 125+35.82

D

L = 1,085.82'

T = 551.97'

R = 2,450.00'

PIs Sta 131+49.69

F

Ls = 240.00'

LT = 160.02'

ST = 80.02'

PIs Sta 161+12.60

F

Ls = 80.00'

LT = 53.33'

ST = 26.67'

PI Sta 167+86.00

D

L = 1,290.92'

T = 646.73'

R = 8,400.00'

DS = 60 MPH

SE = 06

DS = 60 MPH

SE = 03

PIs Sta 174+56.85

F

Ls = 80.00'

LT = 53.33'

ST = 26.67'

PI Sta 113+29.48

D

L = 1,281.30'

T = 644.45'

R = 4,820.00'

PC Sta. 13

+85.14

PC S

ta. 32+42.64

PT Sta. 34+92.11

POT Sta. 35+50.43

PT Sta. 31+8

5.12

PC Sta. 37+0

9.18

POT Sta. 42+07.73

PT Sta. 40+20.09

PC Sta. 13

+22.19

PT Sta. 19+09.93

POT Sta. 10

+00.00

PC Sta. 29+35.28

POT Sta. 10

+00.0

0

ST

Sta. 17

5+10.19

CS Sta. 174+30.19

SC Sta. 16

1+39.2

7

TS

Sta. 16

0+59.2

7

PT Sta. 2

9+90.5

1

PC Sta. 26+93.00

PT Sta. 18+39.00

PC Sta. 23+03.94

PT Sta. 24+4

1.08

PC Sta. 27+9

7.90

POT Sta. 30+95.94

POT Sta. 10+

00.00

PC Sta. 15

+30.2

6

PT Sta. 16+41.34

PT Sta. 30+14.20

-L- P

C Sta. 119

+83.8

5

-L- P

T Sta. 119

+66.3

4

CS

Sta. 13

0+69.6

7

ST

Sta. 13

3+09.6

7

-L- CURVE DATA

-Y1- CURVE DATA

-Y4- CURVE DATA

-Y5- CURVE DATA

EXTRA ATTIC SELF STORAGE

KC2 ENTERPRISES LLC

APEX LLCEXCHANGEBELL HNW

AAW LLC

XDM LTD

SYSTEMS INCTRI ARC FOOD

E HUNT II LLC

GROUPAUTOMOTIVE

HENDRICK

WHEELER STEPHEN EWHEELER GINY FOWLER

CROSSROADS HOLDINGS LLC

SALEM STREET ARBORETUM CONDO

COUNTY OF WAKE

CRP-APEX II LLC

CRP-APEX II LLC

BRISTOL SUSANBRISTOL DAVID

COSTCO WHOLESALE CORPORATION

FAITH BAPTIST CHURCH

MERIDIAN AT NICHOLS PLAZA LLC

GAZENBEEK ANN FREEMAN

CROSSROADS HOLDINGS LLC

OWNERS ASSOCIATION INCNICHOLS PLAZA PROPERTY

HENDRICK AUTOMOTIVE GROUP

SHENTON MARILYN ASHENTON WILLIAM T

RESERVE AT MILLS FARM LLCAPEX TOWN OF

CSP COMMUNITY OWNER LLC

REGENCY CENTERS LP

REGENCY CENTERS LP

HENDRICK AUTOMOTIVE GROUP

INVESTMENTS LLCWILLIS PROPERTY

APEX TOWN OF

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MACGREGOR MEDICAL LLC

MACGREGOR CENTRE LLC

MACGREGOR CENTRE LLC

ANDORIA ENTERPRISES LLC

DENISEHARDYJAMIESHAWN ERIC

HARDY

JACQUELINE ADELUCA

DELUCATONYJ III EULAH BHENDERSON

MASTER ASSOCIATION INCVILLAGES OF APEX

TRYON PROPERTIES LC

WAKE COUNTY INCHUMANITY OFHABITAT FOR

BARBARA ANNPOLLARD

SCHROEDER LINDA ASCHROEDER CHARLES R

JUSTINDAUNCEY

APEX TOWN OF

J R H INC

DONALD WAYNEPENDERGRAFT

THOMAS GPENDERGRAFT

DONALD WAYNEPENDERGRAFT

JAMES RAYPALMER

SOUTHEAST LLCTIME WARNER CABLE

LTD PTNRPKROGER LTD PTNRP I

ELOISE WGOODE

BARBARA JFABER

TERESA SALLEN

ROBERTA EROSE

TRYON JERRI LJEFFREY A

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PROPERTIES LCTRYON

HAYES KAREN CHAYES TIMOTHY J

PROPERTIES LPWYNNE

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HUDDLESTONBEACHAM SARA W

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LUIS JRVILLALPANDO

TAYLORGREYJOSEPHBENDER

WILLIAMBENDER

POLLY SQUINN

THOMPSON KERRY

BARBARA ANNLASSITER

PATRIKIOS ROBERT WPATRIKIOS LILLIAN

TONYBROJAKOWSKI

CARRIEBROJAKOSKI

MARIEBREEDING TONI

DONOVAN D. BREEDING

ERIN CBESTER

JOSEPH WBESTER

CORY MCHASE

SAMANTHA LCHASE

JENNA PHILLIPSTIRLING

RYAN CHRISTOPHER

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DIOCESE OF RALEIGHROMAN CATHOLIC

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JR CHARLES M

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HOLDINGS LLCL&M FAMILY

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ANDREW L/TRCLARK

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DOBBINS CATHERINEDOBBINS LUCAS

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LAWRENCE RHUTCHENS

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QUICK CHERYL EQUICK PATRICK PHEUGEL AMANDA

HEUGEL BRIAN

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TIMOTHY GGREEN

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MARYBETH AH JR NEBLETTNEBLETT JOHN

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CHRISTIANNICHOLAS

ROOSELYNN

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AMY DLIVESAY

CURTIS SLIVESAY

KING TERRY A

TERRY JJR HOUGHWILLIAM R

HOUGH

INVESTMENBROTHERSTAMSBERGRIDGE LLC

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BABB ANNE EBABB ROBERT M JR

CAPPS ELIZABETH TCAPPS HAROLD JACKSON

MCCALL CLIFTON E

WHITCOMBNATHANIELGARDNER

KIMBERLY VGARDNER

PETERS BRIAN

YARTER ETHEL H

WEEKS TINA QWEEKS JASON M

GRANT YONG SGRANT STEVE S

LLCPROPERTIES

PLAZAGOALNICHOLS

1ST &

DAWNFORSYTHE

MARK WFORSYTHE

GAIL L JRZADELLJOSEPHFRANK

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CHRISTOPHER TDAWSON

CORPORATIONCOSTCO WHOLESALE

CENTERS LPREGENCY

MILLS FARM LLCRESERVE AT

SORRELL DENISE BSORRELL LOYD V

CALIBER APEX II LLCCALIBER APEX I LLC

HOLDINGS LLCCROSSROADS

ENRIMMER HETTY RIMMER JAMES

MINION DAVID KMINION CYNTHIA S

MARTHAHUDGINS

ROBERTEUGENE JRHUDGINS

ALLEN DEBBIE C

SARAH GULLEYISRAEL WILLETT

WILLLETT

CHRISTIE HGLOVER

STEVEN DGLOVER

CLARK HAROLD R CLARK JENNIFER C

MANN SONJA RMANN TIMOTHY M

PATRICIA ABEASLEY

PAMELA LSHERER

INVESTMENBROTHERS

LLC TAMSBERGOAKRIDGE

TAMSBERG

HOWARD CYNTHNI MCHRISTOPHER S

HOWARD

ANGELAREUSCHEL

SCOTTREUSCHEL

STANLEY J IIIADAMCZYK

LLCPARTNERS

KPS

CNTRS INCCHILDRENSHORIZONS

BRIGHT

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HOLDING INCESTATE

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PROPERTY LLCLUIHN FOUR REAL

TRACY PBRANNOCK MICHAEL ABRANNOCK

SHARON DMAYE

CLEVON JRMAYE

LYNNAEMIRANDA

SCHULSTAD TODD

HAYDEN SCHULSTAD

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SOUTHALLSTEVEN GRANT

AMPARO CREGISTRADORICARDO A

REGISTRADO

NG WAI HUNG

JERRI LTRYON

JEFFREY ATRYON

JEN NORTH CAROLINA 10 LLC

CAROLINA 10 LLCJEN NORTH

JDORCAS

GASSM REXGASS

BETH ANNELIPPERT

BANJAMINFRED

LIPPERT

PARTNERS LLCPEAKSTONE

PLAZA LLCMACGREGOR

46'

36'

90'

36'

48'

48'

46'

36'

36'

46'

60'

36'

46'

70' ROW

48' 24'

60' 24'

22'

33'

EXIS

T. R

OW

264'

EXIS

T. R

OW

231'

TO PITTS

BORO

CS

XT

-Y1-

-Y1-

-Y2-

-Y3-

-Y4-

-Y5-

-Y5-

WALLRETAINING

WALLRETAINING

WALLRETAINING

WALLRETAINING

WALLRETAINING

WALLRETAINING

WALLRETAINING

WALLRETAINING

-L- STA. 116+21.47

BEGIN TIP PROJECT U-5301

WALLRETAINING

WALLRETAINING

WALLRETAINING

DU

KE PO

WER

AN

D

GAS LIN

E

WALLRETAINING

WALLRETAINING

WALLRETAINING

-Y3SR-

-Y14-

-Y13-

ALIGNMENTRAIL DETOURTEMPORARY

RAIL ALIGNMENTPROPOSED

BRIDGERAIL DETOURTEMPORARY

BRIDGEPROPOSED RAIL

-L- -L--L-

BOJANGLES

BELLTACO

MOBIL

JIFFY LUBE

BP CIRCLE KWILLIAMSSHERWIN-

INFINITI

ZAXBY'S

OF APEXSCHOOLPRIMROSE

APEX HIGH SCHOOL

AUTO CNETERQUICKLAND TIRE &

ACADEMY SPORTS

PEI WEI

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STARBUCKS

MCALISTER'S DELI

FIVE GUYS

CHIPOTLE

BARPARIS NAIL

COSTCO

REGIONAL LIBRARYEVA PERRY

BRIGHTHORIZONS

DENTISTRYAPEX GENERAL

CHURCHFAITH BAPTIST

MEXICOCIUDAD

SCHLOTZSKY'S

WENDY'S

SERVICEAND AUTOBLACKS TIRE

MCDONALD'S

HARRIS TEETER

RESTAURANTMEXICAN

LA COCINA

BREWSTER'SPUB

DENTISTRYWILLIS FAMILY

FURNITUREWOODY'S

PEAK AUTO

FAMILYMEDICINEAND TOVEDOLLINGER

POP MEDICAL

CALIBER COLLISION

TIP U-5537FUTURE PROJECT

AUTO SPATIDAL WAVE

SPIRITSPASTA, AND

RUCKUS PIZZA,

CHURCHCATHOLIC

ST. ANDREW'S

PLAZANICHOLS

MERIDIAN AT

HENDRICK TOYOTA

APE

X TO

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MIT

CARY T

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APEX TOWN LIMIT

CARY TOWN LIMIT

RE

MO

VE

D

RE

MO

VE

D

C

A

C

A

IMPACTS AND DRIVEWAY TIES

be determined during final design using final surveys.using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this

2017 NCDOT AERIAL PHOTOGRAPHY

LEGEND

IMPACTS AND DRIVEWAY TIES

be determined during final design using final surveys.using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this

2017 NCDOT AERIAL PHOTOGRAPHY

LEGEND

UTILITY INFORMATION:

preliminary and are subject to change.

shown on these maps, including utility easements, are

major existing and potential utility easements. The designs

information shown on these maps is limited to locations of

are not shown on these maps or on other displays. The utility

To provide greater visual clarity, existing and proposed utilities

BUILDINGS

EXISTING RIGHT-OF-WAY

EXISTING ROADWAY

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

PROPERTY LINES

LAKES, RIVER, STREAMS AND PONDS

EXISTING UTILITY EASEMENT

PROPOSED TRAFFIC SIGNAL

EXISTING STRUCTURES TO BE REMOVED

CITY LIMIT LINE

PROPOSED RIGHT OF WAY

CONSTRUCTION, UTILITIES)PROPOSED EASEMENTS (DRAINAGE,

preliminary and are subject to change.

shown on these maps, including utility easements, are

major existing and potential utility easements. The designs

information shown on these maps is limited to locations of

are not shown on these maps or on other displays. The utility

To provide greater visual clarity, existing and proposed utilities

UTILITY INFORMATION:

AND GUTTER TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURB

EXISTING CONTROL OF ACCESS

PROPOSED CONTROL OF ACCESS

WETLANDS

BUILDINGS

EXISTING RIGHT-OF-WAY

EXISTING ROADWAY

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

PROPERTY LINES

LAKES, RIVER, STREAMS AND PONDS

EXISTING UTILITY EASEMENT

PROPOSED TRAFFIC SIGNAL

EXISTING STRUCTURES TO BE REMOVED

CITY LIMIT LINE

PROPOSED RIGHT OF WAY

CONSTRUCTION, UTILITIES)PROPOSED EASEMENTS (DRAINAGE,

AND GUTTER TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURB

EXISTING CONTROL OF ACCESS

PROPOSED CONTROL OF ACCESS

WETLANDS

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY TO BE RESURFACED

WITH THE TOWNS OF APEX AND CARYPRELIMINARY AND SUBJECT TO A MUNICIPAL AGREEMENT NOTE: SIDEWALKS SHOWN ON THE TYPICAL SECTION ARE

FUTURE PROJECT

FUTURE PROJECT

EXISTING TRAFFIC SIGNAL TO BE REMOVED

EXISTING TRAFFIC SIGNAL TO BE REMOVED

RAILROAD RIGHT-OF-WAY

RAILROAD RIGHT-OF-WAY

TEMPORARY DETOUR

TEMPORARY DETOUR

WITH THE TOWNS OF APEX AND CARYPRELIMINARY AND SUBJECT TO A MUNICIPAL AGREEMENT NOTE: SIDEWALKS SHOWN ON THE TYPICAL SECTION ARE

WITH THE TOWNS OF APEX AND CARYPRELIMINARY AND SUBJECT TO A MUNICIPAL AGREEMENT NOTE: SIDEWALKS SHOWN ON THE TYPICAL SECTION ARE

FLIGHT NUMBER: 170226 MISSION NUMBER:8124

FLIGHT NUMBER: 170226 MISSION NUMBER:8124

C

A

C

A

2040ADT

US HWY 64

Duncan Rd.Laura

Duncan Rd.Laura

201611300

9100

40000 41600

2700 4400

24002500

72300

26500

8600

71700

63004200

17100

11300

2040ADT

US HWY 64

201617300

38400 42700

3200 7200

35003200

Pine Dr.Lake

Pine Dr.Lake

13600

33300

71700

9600

75400

500 4500

19400

13800

64

64

64

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

0100 50 100 200

Maximum SuperelevationDesign SpeedFunctional Classification

DESIGN DATA

0100 50 100 200

Maximum SuperelevationDesign SpeedFunctional Classification

full size ?? minutes to print to paper2 minutes to compress20 minutes to process to PDFfull size, 100 scale, 36 X 109print to adobe pdf using Raleigh pdf creator driverU:\Roadway\iFiles\designhearingmap.tbl

(ENGLISH)

SEE S

HEET 2

MA

TC

HLIN

E ST

A. 195+

00

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

0100 50 100 200

DESIGN DATA

0100 50 100 200

Maximum SuperelevationDesign SpeedFunctional Classification

(ENGLISH)

ROLL 1 OF 3

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PUBLIC MEETING MAP

PU

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TYPICAL SECTION NO. 3

TYPICAL SECTION NO. 5

TYPICAL SECTION NO. 1

MAY 2019

MA

Y 2019

MA

Y 2019

= 0.08= 60 MPH= URBAN ARTERIAL

= 0.08= 60 MPH= URBAN ARTERIAL-Y4- SHEPHERDS VINEYARD DR.

-Y1- LAURA DUNCAN RD.-Y5- LAKE PINE DR.

TYPICAL SECTION NO. 4

TYPICAL SECTION NO. 2

-L- US 64 DUAL BRIDGES

-Y1- LAURA DUNCAN RD.

-Y5- LAKE PINE DR.

-L- US 64

WAKE COUNTY

WEST OF US 1 INTERCHANGE

FROM WEST OF LAURA DUNCAN RD TO

PROPOSED US 64 CORRIDOR IMPROVEMENTS

FEDERAL AID NUMBER: NHS-0064(141)

PROJECT 47018.1.1 U-5301

WA

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