Upload File

typical section no. 1 us hwy 64 6 lane superstreet - … · 2018. 9. 7. · f c c c c f c c c c c c...

  • Home
  • Documents
  • TYPICAL SECTION NO. 1 US HWY 64 6 LANE SUPERSTREET - … · 2018. 9. 7. · f c c c c f c c c c c c f c f f f f f f f f f f c f c c f c c f c c c c f c f f c c c c c c c f c c f f
1
F C C C C F C C C C C C F C F F F F F F F F F F C F C C F C C F C C C C F C F F C C C C C C C F C C F F C F C F F F F F F F F F F F F F C F F C F F F C F C F C F F C F C F F F C F C F C C C C C C C C C C C C C C C C C C C C C C F F C C C C F F C C C C C F F F F v v v v v v v v v v v v T T v E D I N B U R G H S D R 3 0 ' B S T E D I N B U R GH S D R 30 ' B S T EDI NBURGH S DR 30 ' BST S 20' BST B S T B S T B S T 1 S B K B U S GA S C A P S 32' BST C O N C B S T B S T B S T MTLBUS 48 " C H L 48 " C H L B S T B S T MTL MTL MTL MTL MTL MTL 48" CHL 48" CHL 48" CHL 96" WD 96" WD 96"WD 9 6"WD 96"WD S W I F T C R E E K S W I F T CR E E K 2SBKD 2 S B KD 2SBKD CONC C ON C G 4 8 " C H L 2 S B K D 2SBKD 2SBKD CONC 26 ' CONC 2SBKD 2SBKD 2 S B KD CONC CONC S 2SBKD 2 S B KD 2 S B KD C ON C C ON C 2 S B KD CONC POOL 48" CHL 48 " C H L 48" CHL 48" CHL 2 S F D 2 S B KD 2 S B KD 2 S B KD CONC C ON C STONE 5 ' C O N C 2 S F D 33"BLK WALL WA L L R O C K CONC S GR 6 ' S T O N E / B L K W A L L 2 S B K T H 12 ' C O N C 1 2' CONC S WA L L B K 2 S B K D WALL 6' ROCK WALL 6 ' R O C K S G R U / C U / C 18 ' BST 1 7 ' CONC 1 7 ' CONC 18' BST 9 ' B K W A LL 17 ' CONC 17 ' CONC 1 7 ' CONC 17 ' CONC 2 SF T H 2 S F T H 2 S F TH 7 2 " B K WA LL 48 " C H L 4 8 " C H L 48 " C H L 48 " C H L M T L MTL MTL MTL MTL C U L V E R T S C ON C B O X ( 2 ) 10 ' X 9 ' C ON C H W C O N C H W C O N C H W MTL C U L V E R T S C ON C B OX ( 2 ) 1 0 ' X 9 ' MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL CONC CONC 1 9 ' CONC WALL 19 ' C ON C WAL L 19 ' CONC WALL 12'CONC WALL 19'CONC WALL CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE C U L V E R T S C ON C B O X ( 3 ) 10 ' X 8 ' C ON C H W C O N C H W MTL MTL MTL MTL MTL S W I F T C R E E K S W I F T C R E E K 48"CHL 48"CHL 48 " C H L 48"CHL 48"CHL R I P R A P 48 " C H L 48" CHL M T L MTL MTL MTL 2S CONC PARKI NG 6 S M T L B U S P O LE S F L AG B S T 5' CONC 25' BST BST BST 36"WD 3 6 " WD 36 " WD 2SBKBUS G REG S O N DR 3 4 ' BS T 5 0 " C ON C 8' BST C ONC C O NC 1 SBKBUS CONC B OX C U L V E R T 1 2 . 5 ' X 6 ' C ON C S S 5 ' C ON C 6 0 " C ON C 8 ' BS T 24 ' BST 25 ' B S T 24 ' B S T GREGSON DR 34 ' BST B S T BS T BST B S T BS T BST 3 S B K B U S CONC CONC S2BKBUS B S T B S T 48" CHL 48" CHL S 4 8 " C H L 48" CHL 2 S B K B U S 2 S B K U S BS T BS T B S T 2 4 ' BS T C ON C C ON C C ON C C ON C C ON C 2 S B B U S B S T B S T B S T B S T 8 ' BST 8' BST 8 ' B S T B S T B S T B S T B S T B S T T R I B U T A R YO F S WI F T CR E E K T R I B U T A R YO F S W I F T CR E E K EDI NBURG S DR 30' BST 48" CHL 4 8 " C H L M TL MTL BST BST BST BST 3SBKBUS WD WALL CONC BLK S 24 ' BST BST J B WD CAN POOL C ON C C O N C CONC C ON C CONC S 3 S B L K B U S 3 S B L K B U S CONC BST BST BST BST BST BST 27 ' B S T EDI NBURG S DR WI DTH VARI ES BST BST 1 S B K B U S 22 ' B S T 22 ' B S T 35 ' B S T B S T BS T B S T BST BST BST BST BST BST BST BST BST BST BST BST BST BST B S T B S T BST BST BST BST BS T S 4 8 " C H L 48 " C H L 48" CHL 48 " C H L 1 S B K B US 1 SBKBUS 1 SBKBUS C O N C CONC 35' BST M A C G R E GO R V I LL AG E BST BST BST 2 S B K B U S BST BST 36"RCP RIP-RAP R I P - R AP R I P - R A P R I P - R A P RI P- RAP RI P - RAP R I P - R A P R I P - R A P RI P- RAP 18" C&G 1 8" C&G 48"RCP MTL MT L 8 ' B K W A LL C ON C C O N C CONC CONC CONC C O N C 2SFTH 2SFTH/UC M A C G R E GO R V I LL AG E 1 S B K B U S BS T CONC CONC CONC CONC CONC 48"CHL 48"CHL S 50 " C ON C S S S 60" CONC 60" CONC 60" CONC 60 " C ON C 60"CONC S 7 2 " C ON C 6 0 " C O N C MTL CAN S DK DK CONC CONC DK MTL 60"CONC WF B 6 0 " C ON C 6 0 " C ON C 90"CONC S 4 8 " C H L 4 8 " C H L 48 " C H L 48 " C H L S 10' CONC 2 S B KD 6 0'' CONC 5' CONC 5' CONC 60'' CONC 5' CONC 5 ' C ON C 5 ' C ON C 6 0 ' ' C O N C 5' CONC 5 ' C ON C BST BST BST CONC TEAM HENDRI CK WAY 30' BST B S T B S T B S T B S T B S T B S T B S T B S T B S T 6'BL WALL B S T B S T B S T B S T 22' BST B S T B S T B S T 2 S B L K B U S S B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T C ON C B S T B S T B S T B S T B S T B S T B S T B S T C ON C 1 0' BST MACKENAN DR 30' BST 26 ' BST BS T BS T BS T CONC MTL MTL MTL 5' CONC 1 S B L K B U S CONC S S S 4 ' B K WAL L 27 ' BST ( 3 ) 84 " C MP CONC HW 27 " BST ( 2 ) 8 4 " C MP 1 S B K B US B S T B S T B S T B S T C O N C CONC 7 2 " B L K W A LL B S T C ON C C ON C C O N C BST BST BS T B S T BST B S T 6 0 " B L K W A LL C ON C B S T B S T B S T B S T B S T 1 S B L K B U S 1 S B L K B U S 48 " C H L 4 8 " C H L 48 " C H L 1 S B L K B U S C ON C C ON C C ON C C ON C C ON C C ON C C ON C C O N C C O N C C O N C B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T BS T B S T MACKENAN DR 30' BST S S 5' CONC C O N C CONC CONC CONC C ON C B S T B S T B S T 48 " C H L 48 " C H L B S T B S T B S T B S T B S T B S T B S T 1 S B L K B U S CONC 1 S B L K B U S C ON C B S T B S T B S T B S T B S T B S T B S T S U / C BST BST BST B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T B S T 32' BST 1 0' BST 10' BST 10' BST 10' BST 1 2' BST 12' BST AUTO PARK BL VD 23' BST S C ONC C ONC C ONC C ON C C ON C C ON C 1 SMTLBUS 1SBLKBUS 1 S B L K B U S 2 S B L K B U S 2 S B L K B U S 1 SBLKBUS 2 S B L K B U S S 48 " C H L 48 " C H L 48 " C H L 4 8 " C H L 4 8 " C H L 48 " C H L 48 " C H L 48 " C H L ( 2 ) 9 6 " RC P C O N C H W C ON C H W M TL M TL M TL M T L M T L M T L M TL 48 " C H L 96 " W D 96" WD S WI FT C REEK S WI F T CR EEK S W I F T CR EE K CONC HW CONC HW CONC MTL R I S E R S WI FT C RREK C ON C SWI FT CRREK S W I F T CR R E K S WI F T C RR E K SWI FT CRREK ( 2 ) 9 6 " C MP 20 ' B S T 1 8"RCP S 60 '' C ON C 1 4 1 2 ' C ONC 1 4 ' BST 12' CONC 1 0' CONC 1 2 ' C ONC 1 0 ' C ON C 1 2 ' C O N C 1 2' CONC 1 2' CONC 12 ' C ON C 1 2 ' C ON C 12' CONC 10' CONC 1 2 ' C ON C 12' CONC 12 ' C O N C 16 ' C O N C S 1 2' CONC CONC CHAL ON DR 26 ' CONC CHAL ON DR 1 6 ' CONC C O N C POOL 2SFD 2SBKD WA LL 3 6 " R O C K WA LL 36 " R O C K S 2 S B KD 2 S B K D 2 S B KD 2 S B KD 2 S B KD P OO L 2SBKD 2 S B K D C ON C 2 S B K D 2 S B KD 2 S B K D 2 S B KD 2 S B KD P OO L 2 S B K D POOL C O N C C O N C 2SBKD 2 S B K D 2 S F D 12' CONC 1 2' CONC 1 2' CONC CONC 12' CONC 12 ' C ONC 2 S B KD 2 S B K D 2SBKD 4 - 84 " C MP 6 0" CONC 6 0 " CONC 6 0 " C ON C 6 0 " C ONC 60 " CONC 60 " C ON C 6 0 " C ON C 60 " C ON C 60 " C ON C 60 " C ON C 6 0" CONC 6 0 " C ON C 6 0 " C ON C 60 " C ON C 60" CONC 60" CONC 22 ' B S T 6 0'' CONC 60 '' C ON C CONC C ON C 1 S TBL K BUS 60''CONC 60' 'CONC 60'' CONC 60' ' CONC 6 0 '' C ON C 6 0 ' ' C O N C 60 ' ' C ON C 6 0 ' ' C O N C 6 0 '' C ON C 60'' CONC WD C AN 6 0 ' ' C O N C 6 0'' CONC 6 0'' CONC MTL MTL B S T CONC S S B S T 4 8 " C H L B S T 60 '' C ON C 60'' CONC 2 SF D 10' CONC 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 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 2016 NCDOT AERIAL PHOTOGRAPHY 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 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 2016 NCDOT AERIAL PHOTOGRAPHY LEGEND LEGEND BUILDINGS EXISTING RIGHT-OF-WAY E X I S T I NG R A I L R OAD R I GH T - O F - WAY EXISTING ROADWAY E X I S T I NG R OAD WAY T O B E R E M OV E D EXISTING CONCRETE SIDEWALK POTENTIAL IMPACT AREA 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 PROPOSED MULTIUSE TRAIL BUILDINGS EXISTING RIGHT-OF-WAY E X I S T I NG R A I L R OAD R I GH T - O F - WAY EXISTING ROADWAY E X I S T I NG R OAD WAY T O B E R E M OV E D EXISTING CONCRETE SIDEWALK POTENTIAL IMPACT AREA 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 PROPOSED MULTIUSE TRAIL LAKES, RIVER, STREAMS AND PONDS EXISTING UTILITY EASEMENT PROPOSED TRAFFIC SIGNAL LAKES, RIVER, STREAMS AND PONDS EXISTING UTILITY EASEMENT PROPOSED TRAFFIC SIGNAL 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 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 EXISTING STRUCTURES TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED CITY LIMIT LINE CITY LIMIT LINE 195 245 240 2 35 230 225 22 0 215 210 205 200 250 255 260 265 270 MESA DALIA CERCY MARY JO CERCY JAMES EL-REFAI ELHAM CARY TOWN OF BATTLE LISA ANNE BATTLE WILLIAM MICHAEL GRAVES KELLI LYNN MLC AUTOMOTIVE LLC CARY AUTO MALL REALTY PARTNERS MLC AUTOMOTIVE LLC MLC AUTOMOTIVE LLC CARY AUTO MALL REALTY PARTNERS CARY AUTO MALL REALTY PARTNERS CARY AUTO MALL REALTY PARTNERS JAGG ASSOCIATES LLC EDINBURGH CARY OFFICE LLC KAL INVESTMENTS LLC EDINBURGH CARY OFFICE LLC C2 LAND LP VILLAGES AT MACGREGOR LLC TNREF III REGENCY FOREST LLC EPIC REGENCY LLC IHP CARY (NC) OWNER LLC MACGREGOR PARK OWNERS ASSOC SIEMENS MEDICAL SOLUTIONS USA INC SIEMENS MEDICAL SOLUTIONS USA INC HENDRICK AUTOMOTIVE GROUP HENDRICK AUTOMOTIVE GROUP TRANS WORLD RADIO TOPAZ MOON LLC TOPAZ MOON LLC MLC AUTOMOTIVE LLC TURNRIGHT LLC 111 MACKENAN DR LLC ALIDADE REGENCY 2000 LLC VENTURES TRUST CONSECRATED ASSET KARABINIS ERMIONI N KARABINIS PETER D PARKER PATRICIA PARKER THOMAS L ASHLEY M DUNCAN CORTNEY DUNCAN GORHAM MCDONALD MARIANNA G MCDONALD WILLIAM J DEMARTINO KATHRYN DEMARTINO RICKY L DOWNSLLC MACGREGOR CONCERT DOWNS LLC MACGREGOR CONCERT CREEL KATHRYN C CREEL WILLIAM C II SOLUTIONS USA INC SIEMENS MEDICAL ROTH GAIL J ROTH GARY W LIVING TRUST TH SHAIKH MEHBOOB JAHAN FASIH AHMED & MARY G SCHEXNAYDER BODIN R SCHEXNAYDER BRUCEI /TR HOWELL HEWSON BRENDA LANIER SUE B LLC AUTOMOTIVE MLC LLC AUTOMOTIVE MLC REALTY PARTNERS CARY AUTO MALL PREMIERE HOMES II INC ASSOCIATION PRESTWICK BUILDER INC DAVID R WILLIAMS ASSOCIATION PRESTWICK ASSOCIATION PRESTWICK ASSOCIATION PRESTWICK ASSOCIATION PRESTWICK ASSOCIATION PRESTWICK SWEENEY NANCY H SWEENEY CHRISTOPHER T MCHENRY CONSTANCE D MCHENRY RAYMOND R HICKS BRIAN HICKS JENNIFER K HAILEY ANNE D PATRICIA H BOBBIT MAXIE E BOBBITT SULAIMAN AZIZI SARA ANTONIO GARCIA PAIGE L GAUSMANN BARBARA K VAUGHN WILLIAM G VAUGHN BRIAN HAMILTON NOLAN HOLT HAMILTON KENNETH J TERRETT OIL CO INC SAMPSON BLADEN REALTY PARTNERS CARY AUTO MALL HEATHER BLANCHARD HOWARD E III BLANCHARD LAURA L GOURLEY C III GEORGE GOURLEY GEORGETTE R KEATTS KEVIN A KEATTS MELISSA J ROSENSTOCK MAARTEN OOSTEN WATSON LISA L MILLER DAN C CAROL V RIDDICK III THOMAS JAMES RIDDICK DOUGLAS A BLACKMAN BETTY H BLACKMAN SHAH NANDA MAHENDRA SHAH MAHENDRA R HOLDINGS LLC ROBIOUS ROAD BEELER PENNY S BEELER DAVID W EISINGER TONI E ORR SCOTT J PILCHER JENNIFER GLENN II TRUSTEE PILCHER THOMAS ELIZABETH MITH MARY GARRETT S SMITH DANIEL AUSTIN WHITLEY M AUSTIN JOE E JR WEST SHARON WEST BRUCE LYTVINENKO LINDA P LYTVINENKO JOHN W REDDY NEERAJA D REDDY NAGI G PEGRAM TERRY LYN GRIMESIII A EDWARD GRIMES LISA T WARM JAN K CAMBERATO JOSEPH A NEAL HOLLY GETMAN NEAL DAVID C LLC PROPERTIES KNIER SPEROFF BEVERLY A MURPHY J PAUL WILLIAM WALLACE HARRINGTON DIXIE LEE HARRINGTON GOINS RACHEL GOINS RANDY PARTNERS MALL REALTY CARY AUTO DELAIR KERRI E DELAIR SHANE K FULTON BARBARA E FULTON WILLIAM H REYNOLDS LORI REYNOLDS SCOTT DIAZ HECTOR DIAZ DONNA HEATH MEREDITH HEATH JOHN RYAN NADINE S WHITNEY-YALCH YALCH JOHN A THOMAS SARAH B THOMAS WINFRED F BOWERS NANCY R TURNER ELIZABETH H TURNER ALEXANDER FRANKLIN IRENE P FRANKLIN MICHAEL LEON WETHERALL KARI SUE WETHERALL SHAYNE MIKEAL NEWSOM GEORGE F NEWSOM LORETTA C WINTERS GAILYA S WINTERS W GLENN CAROLINE BAILLARGEON JASON BAILLARGEON HELMS VICTORIA HELMS JAMES E JR HELMS SUPA SRETTABUNCHONG HERMAN G JOHNSON OFFICE LLC EDINBURGH CARY CARY OFFICE LLC EDINBURGH KARIN G BRANCH PAUL O BRANCH SUSAN J FRANK J MIERZWA MIERZWA ROTH ROCHELLE ROTH JASON VERDI CHRISTINA P KLASS KENNETH MICHAEL KNOTT AMY R KNOTT CHRISTOPHER C MARY GOINS NICOLE DUANE GOINS TIMOTHY JONES STACY HILL JONES RICHARD S MARGARET HERMAN MCARTHUR MCARTHUR JOHN R 36 ' 36 ' 36 ' 36 ' 36 ' 46 ' 36 ' 35 ' 35 ' 36 ' 3 6 ' 35 ' 36 ' 3 6 ' 2040 ADT US HWY 64 2016 42700 43300 1300 700 Blvd. Autopark 2000 2040 ADT US HWY 64 2016 43300 45700 500 1200 3500 1800 Chalon Dr. Mackenan Dr. 2200 5800 2040 ADT US HWY 64 2016 45700 50300 6300 1700 8000 Gregson Dr. 2040 ADT US HWY 64 2016 50300 56000 600 1800 5000 500 2700 5800 Edinburgh Dr. Edinburgh Dr. 75400 75800 1400 1000 2400 2300 500 1300 75800 2000 4300 78900 6800 78900 83900 2500 7500 10000 83900 700 3300 2200 90800 6000 600 7000 R O LL 2 O F 2 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) DESIGN DATA Maximum Superelevation Design Speed Functional Classification DESIGN DATA Maximum Superelevation Design Speed Functional Classification R O LL 2 O F 2 = 0.08 = 60 MPH = EXPRESSWAY = 0.08 = 60 MPH = EXPRESSWAY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 100 50 100 200 0 100 50 100 200 (ENGLISH) S EE S H EET 1 M A T CH L I N E S T A . 195 + 00 ROLL 2 OF 2 W AK E C OUN T Y , N O R T H C A R O L I N A W E S T O F U S 1 I N T E RC HA N G E F R O M W E S T O F L A U 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 R I D O R I M P R O V E M E N T S P U B L I C M EET I N G M A P T I P P R O J E C T U - 5301 W AK E C OUN T Y , NO R T H C A R O L I NA 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 P U B L I C M EET I NG M A P TIP PROJECT U-5301 W A K E C O U N T Y , N O R T H C A R O L I NA W E S T O F U S 1 I N T E R C HANG E F R O M W E S T O F L A U R A DUN 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 P U B L I C M EE T I N G M A P T I P P R O J E C T U - 5 3 01 C ON T R A F L O W I N T E R S E C T I ON ) D I A M ON D I N TE R C H ANG E , L AK E P I N E D R I V E - D OU B LE C ONC E P T 1 : S U P E RS T R E E T ( L A U R A D UN C AN - T I G H T C ON T R A F L O W I N TE R S E C T I ON ) D I A M OND I N TE RC HANG E , L AK E P I N E D R I V E - DOU B LE C ON C E P T 1 : S U P E R S T R EET ( L AU R A DUN C AN - T I GH T C O N T R A F L O W I N TE RS E C T I O N ) D I A M O N D I N TE RC H ANG E , L A K E P I N E D RI V E - DOU B LE C O N C E P T 1 : S U P E RS T R E E T ( L A U R A DUN C AN - T I G H T GRADE POINT . 0 8 .02 .02 . 0 8 .02 .02 .02 .02 .02 .02 ISLAND MONOLITHIC ISLAND MONOLITHIC 6 : 1 2 : 1 4 : 1 2 : 1 6 : 1 6 : 1 SLOPES VARIABLE GROUND ORIGINAL SLOPES VARIABLE 6 : 1 2 : 1 4 : 1 2 : 1 6 : 1 6 : 1 SLOPES VARIABLE GROUND ORIGINAL SLOPES VARIABLE .04 .04 TYPICAL SECTION NO. 1 6 LANE SUPERSTREET US HWY 64 J UN E 2018 JUNE 2018 J UN E 2 0 18 C L 12' 12' 18' 6' 12' US 64 17.5' 17.5' 14' 15' W/GR 12' FDPS 10' 12' 12' 18' 6' 12' 15' W/GR 12' 14' FDPS 10' 30' GROUND ORIGINAL 30' GROUND ORIGINAL EXIST PAVEMENT 24' 46' EXIST MEDIAN POINT GRADE EXIST PAVEMENT 24' 12' 12' 4' 4' LEFT OR U-TURN LEFT OR U-TURN 0.75' 0.75' 0.75' 0.75' .02 .02 .75' .75' * WHERE POSSIBLE TYPICAL DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL A C A C A C A C DESIRABLE 1,000 FT. TO 1,300 FT.* MINIMUM 800 FT.* DESIRABLE 1,000 FT. TO 1,300 FT.* MINIMUM 800 FT.* FULL CONTROL OF ACCESS* NOTE: U-TURN BULBS NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREAS.* FULL CONTROL OF ACCESS* A P E X T O W N L I M I T CA R Y T O W N L I M I T C A R Y T O W N L I MI T C HA L O N DR M A C K E N AN DR E DI N B UR GH S DR G R E G S ON DR O L D R A L E I GH R D US HW Y 1 AUT O P A R K B L VD E DI N B UR GH DR - L - U S64 - L - U S64 - L - U S64 CHRYSLER JEEP AUTOPARK AUDI CARY LEITH PORSCHE LEITH ACURA CASUALTY BANKERS LIFE & GROUP PLLC OLIVE LAW ENDODONTICS TRIANGLE SOLUTIONS STAFFING VISTA HOMES ANGE SIGNATURE ASPE COURTYARD MARRIOTT MACGREGOR VILLAGE BP - Y 6 - - Y 7 - - Y 8 - - Y 9 - - Y 10 - - Y 10 - HENDRICK CHEVROLET HENDRICK FIAT OF CARY HENDRICK DODGE OF CARY PREOWNED HENDRICK HENDRICK KIA -L- STA.262+00.00 END TIP PROJECT U-5301 TO BE EXTENDED EXISTING CULVERT GREENWAY TRAIL PROPOSED

Upload: others

Post on 23-Oct-2020

14 views

Category:

Documents


0 download

Report

TRANSCRIPT

  • F

    CC C

    C

    F

    C

    C

    C

    C

    C

    C

    F

    C

    F

    F

    F F

    F

    F

    F

    F

    F F C

    FC

    C F

    C

    C

    FC

    C

    C

    C

    F

    C

    FF C C

    C

    C

    CC

    C

    F

    C

    C

    FF

    CF

    C

    F

    F

    F F F

    F

    F

    FF

    F F

    F

    F

    C

    F

    F

    C

    F F

    F

    C

    F

    C

    F

    C

    F F

    C

    F

    C F

    F

    F C

    F

    C

    F

    C

    C

    C

    C

    CC

    CC

    C C

    C

    C

    C

    C

    C

    C

    C

    C

    C

    C

    C

    C FF

    C

    C C

    C F FC

    C C

    C

    C

    F FF

    F

    v

    v

    v

    v

    v

    v

    v

    v

    v

    v

    v

    v

    T

    T

    T

    v

    EDINB

    URGH S D

    R

    30' B

    ST

    EDINBURGH S DR 30' BST

    EDIN

    BURGH S DR 30' B

    ST

    S

    20' B

    ST

    BST

    BST

    BST

    1SBKBUS

    GAS

    CAPS

    32'

    BS

    T

    CONC BST

    BST BST

    MT

    LB

    US

    48" CHL

    48" CHL

    BST

    BST

    MTLMTL

    MTL

    MTL

    MTLMTL

    48" CHL48" CHL48" CHL

    96" WD96" WD

    96"

    WD

    96"

    WD

    96"

    WD

    SWIFT CREEK

    SWIFT CREEK

    2S

    BK

    D

    2SBKD

    2S

    BK

    D

    CO

    NC

    CONC

    G

    48" CHL

    2SBKD2SBKD

    2SBKD

    CO

    NC

    26'

    CO

    NC

    2SBKD

    2SBKD

    2SBKD

    CONC

    CO

    NC

    S

    2SBKD2SBKD

    2SBKD

    CONC

    CONC

    2SBKD

    CONC

    PO

    OL

    48"C

    HL

    48"CHL

    48"C

    HL

    48"C

    HL

    2SFD

    2SBKD

    2SBKD

    2SBKD

    CO

    NC

    CONC

    ST

    ON

    E

    5' CONC

    2SFD

    33" B

    LK

    WA

    LL

    WALL

    ROCK

    5' C

    ON

    C

    5' C

    ON

    C

    5' C

    ON

    C

    7' CONC

    S

    9' C

    ON

    C

    GOLF

    COUR

    SE

    S

    GR

    6' STONE/BLK WALL

    2SBKTH

    12' CONC

    12' C

    ON

    C

    S

    WALL

    BK

    2SBK

    D

    S

    WALL

    6' ROCK

    WALL

    6' ROCK

    S

    GR

    U/C

    U/C

    18' B

    ST

    17' CONC17' CONC

    18' BST

    9' BK WALL

    17' C

    ON

    C

    17' C

    ON

    C

    17' C

    ON

    C

    17' C

    ON

    C

    2SFTH2SFTH

    2SFTH

    72" BK WALL

    48" CHL48" CHL

    48" CHL

    48" CHL

    MTL

    MTL

    MTL

    MTL

    MT

    L

    CULV

    ERTSCO

    NC B

    OX(2) 10'

    X9'

    CONC HW

    CONC HW

    CONC HW

    MTL

    CULV

    ERTSCO

    NC B

    OX(2) 10'

    X9'

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    CO

    NC

    CO

    NC

    19' C

    ONC

    WAL

    L

    19' C

    ONC

    WALL

    19' CO

    NC W

    ALL

    12'

    CO

    NC

    WA

    LL

    19'

    CO

    NC

    WALL

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CA

    BLE

    CULV

    ERTSCO

    NC B

    OX(3) 10'

    X8'

    CONC HW

    CONC HW

    MTL

    MTL

    MTL

    MTL

    MTL

    SWIFT CREEK

    SWIFT CREEK

    48"

    CHL

    48"

    CHL

    48" C

    HL

    48"

    CHL

    48"

    CHL

    RIP RAP

    48" CHL

    48" CHL

    MTL

    MTL

    MTL

    MTL

    2S

    CO

    NC

    PA

    RKIN

    G

    6SMTLB

    US

    POLES

    FLAG

    BST

    5' C

    ONC

    25' BST

    BS

    T

    BS

    T

    36"

    WD

    36" WD

    36" WD

    2SBKBUS

    GRE

    GSON DR 34' B

    ST50" CONC

    8' BST

    CONC

    CONC

    1SB

    KB

    US

    CO

    NC

    BOX

    CULV

    ERT12.5'X6' C

    ONC

    S

    S5' CONC

    60" CONC

    8' B

    ST

    24' B

    ST

    25' B

    ST

    24' BST

    GR

    EGS

    ON

    DR 34' B

    ST

    BST

    BST

    BS

    T

    BST

    BST

    BS

    T

    3SBKBUS

    CONC

    CONC

    S2BKBUS

    BST

    BST

    48" CHL 48" CHL

    S

    48" CHL

    48" CHL

    2SBKBUS

    2SBKBUS

    BST

    BST

    BST

    24'

    BS

    T

    CONC

    CONC

    CONC

    CONC

    CONC

    2SBKBUS

    BST

    BST

    BST

    BST

    8' BST

    8' BST

    8' BST

    BST

    BST

    BST

    BST

    BST

    TRIBUTARY OF SWIFT CREEK

    TRIBUTARY OF SWIFT CREEK

    EDIN

    BUR

    G S DR 30' B

    ST

    48" CHL48" CHL

    MTLMTL

    BST

    BST

    BS

    T BS

    T

    3SBKBUS

    WD

    WALL

    CONC

    BL

    K S

    24' BST

    BS

    T

    JB

    WD

    CA

    N

    POOL

    CONC

    CONC

    CONC

    CONC

    CO

    NC

    S

    3SBLKBUS

    3SBLKBUS

    CO

    NC

    BST

    BST

    BST

    BST

    BSTBST

    27' BST

    EDIN

    BU

    RG S

    DR

    WID

    TH

    VARIE

    S

    BST

    BST

    1SBKBUS

    22' BST

    22' BST

    35' B

    STBS

    T

    BST

    BST

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BS

    T

    BST

    BST

    BST

    BST

    BST

    BS

    T

    BS

    T

    BST

    S

    48" CHL48" CHL

    48" CHL

    48" CHL

    1SBK

    BUS

    1SB

    KB

    US

    1SB

    KB

    US

    CONC

    CO

    NC

    35' B

    ST

    MACGREGOR VILLAGE

    BS

    T

    BS

    T

    BS

    T

    2SBK

    BUS

    BST

    BST

    36"

    RC

    P

    RIP-RAP

    RIP-

    RAP

    RIP-

    RAP

    RIP-RAP

    RIP-R

    AP

    RIP-

    RAP

    RIP-R

    AP

    RIP-RAP

    RIP-

    RA

    P

    18" C

    &G18" C

    &G

    48"

    RCP

    MTL

    MTL

    8' BK WALL

    CONCCONC

    CONCCONC

    CO

    NC

    CONC

    2SFT

    H2SFT

    H/

    UC

    MACGREGOR VILLAGE

    1SBKBUS

    BST

    CONC

    CONC

    CO

    NC

    CO

    NC

    CO

    NC

    48"

    CHL

    48"

    CHL

    S

    50" CONC

    S

    S

    S

    60" C

    ONC

    60" C

    ON

    C60" C

    ON

    C

    60" CONC

    60" C

    ONC

    S

    72" CON

    C

    60" CO

    NC

    M

    TL

    CA

    N

    S

    DK

    DK

    CONC

    CO

    NC

    DK

    MTL

    60" C

    ON

    C

    WFB

    60" CONC

    60" C

    ONC

    90"

    CO

    NC

    S

    48" CHL

    48" CHL

    48" CHL

    48" CHL

    S

    10'

    CO

    NC

    2SBKD

    60''

    CO

    NC

    5'

    CO

    NC

    5'

    CO

    NC

    60''

    CO

    NC

    5'

    CO

    NC

    5' CONC

    5' CONC

    60''CONC

    5' C

    ON

    C

    5' CONC

    BST

    BST

    BST

    CONC

    TE

    AM

    HE

    ND

    RIC

    K

    WA

    Y 30'

    BS

    T

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    6' B

    L

    WA

    LL

    BST

    BST

    BST

    BST

    22' B

    ST

    BST

    BST

    BST2SBLKBUS

    S

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BSTCONC

    BST

    BSTBST

    BST

    BST

    BST

    BST

    BST

    CONC

    10' B

    ST M

    AC

    KE

    NA

    N

    DR 30' B

    ST

    26' B

    ST

    BST

    BST

    BSTC

    ONC

    MT

    L

    MT

    L

    MT

    L

    5' CONC

    1SBLKBUS

    CO

    NC

    S

    S

    S

    4' B

    K W

    ALL

    27' B

    ST

    (3) 84" CM

    P

    CO

    NC

    HW

    27" B

    ST

    (2) 84

    " CMP

    1SBK

    BUS

    BST

    BST

    BST

    BST

    CONC

    CO

    NC

    72" BLK WALL

    BST

    CONC

    CONC

    CONC

    BST

    BST

    BST

    BST

    BST

    BST

    60" BLK WALL

    CONC

    BST

    BST

    BST

    BST

    BST

    1SBLKBUS1SBLKBUS

    48" CHL

    48" CHL

    48" CHL

    1SBLKBUS

    CONC

    CONC

    CONC

    CONC

    CONC

    CONC

    CONC

    CONC

    CONC

    CONC

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    MA

    CK

    EN

    AN

    DR 30' B

    ST

    S

    S

    5'

    CO

    NC

    CONC

    CO

    NC

    CO

    NC

    CO

    NC

    CONC

    BST

    BST

    BST

    48" CHL

    48" CHL

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    1SBLKB

    US

    CO

    NC

    1SBLKB

    US

    CONC

    BST

    BST

    BST

    BSTBST

    BST

    BST

    S

    U/C

    BST

    BST

    BST

    BST

    BST BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    BST

    32'

    BS

    T

    10' B

    ST

    10' BST

    10' B

    ST

    10' B

    ST

    12'

    BS

    T

    12'

    BS

    T

    AU

    TO P

    AR

    K

    BL

    VD 23'

    BS

    T

    S

    CONC

    CONC

    CONC

    CONC

    CONC

    CONC

    1SMTLBUS1SBLKBUS

    1SBL

    KBUS

    2SBLKBUS

    2SBLKBUS

    1SBLKBUS

    2SBLKBUS

    S

    48" CHL

    48" CHL

    48" CHL

    48" CHL

    48" CHL

    48" CHL

    48" CHL

    48" CHL

    (2) 96" RC

    P

    CONC HW

    CONC HW

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    MTL

    48" CHL

    96" WD

    96" WD

    SWIF

    T CR

    EEK

    SWIFT CREEK

    SWIFT CREEK

    CO

    NC

    HW

    CO

    NC

    HW

    CO

    NC

    MTL R

    ISER

    SWIFT CRREK

    CONC

    SWIF

    T

    CR

    RE

    K

    SWIFT CRREK

    SWIFT CRREK

    SWIF

    T

    CR

    RE

    K

    (2) 96" CM

    P

    20' BST

    18"

    RC

    P

    POOL

    CONC

    30' C

    ONC

    2S

    BK

    D

    72" W

    D

    5'

    CO

    NC

    S

    60''CONC

    17' BS

    T12' CO

    NC

    14'

    BS

    T

    14'

    BS

    T

    CO

    NC

    14' BST

    14' B

    ST

    15' C

    ONC

    12' CON

    C

    14' BST

    12' C

    ON

    C

    10' C

    ON

    C

    12' CONC

    10' CONC

    12' CONC

    12' C

    ON

    C

    12' CONC

    12' CONC

    12' CONC

    12' C

    ON

    C 10' C

    ON

    C

    12' CONC

    12'

    CO

    NC

    12' CON

    C

    16' CONC

    S

    12' C

    ONC

    CO

    NC

    CH

    AL

    ON

    DR 26'

    CO

    NC

    CH

    AL

    ON

    DR 16'

    CO

    NC

    CONC

    PO

    OL

    2SFD

    2SBKD

    WALL3

    6" RO

    CK WALL3

    6" RO

    CK

    S

    2SBKD

    2SBKD

    2SBKD

    2SBKD

    2S

    BK

    D

    2S

    FD

    3S

    FD

    2SB

    KD

    1SF

    D

    G

    2SBKD

    POOL

    POOL

    STON

    E

    2SBKD

    2SB

    KD

    2SBKD

    CONC

    2SBKD

    2SBKD

    2SBKD

    2SBKD

    2SBKD

    POOL

    2SBKD

    PO

    OL

    CONC

    CONC

    2S

    BK

    D

    2SBKD

    2SFD

    12' CONC

    12'

    CO

    NC

    12'

    CO

    NC

    CONC

    12'

    CO

    NC

    12' CON

    C

    2SBKD

    2SBK

    D

    2S

    BK

    D

    4-84"

    CMP

    60" C

    ONC

    60" C

    ONC

    60" C

    ONC

    60" C

    ONC

    60" C

    ONC

    60" C

    ONC

    60" C

    ONC

    60" CON

    C

    60" CO

    NC60" CO

    NC

    60" C

    ON

    C

    60" CONC

    60" CONC

    60" CONC

    60" C

    ON

    C

    60" C

    ONC

    22' BST

    60'' C

    ON

    C

    60'' CONC

    CO

    NC

    CONC

    1STB

    LKBU

    S

    60'' C

    ON

    C60'' C

    ON

    C

    60'' C

    ON

    C

    60'' C

    ON

    C

    60'' CONC

    60'' CONC

    60'' CONC

    60'' CONC

    60'' CONC

    60'' C

    ONC

    60'' C

    ON

    C

    WD CAN

    60'' CONC

    60'' C

    ON

    C

    60'' C

    ON

    C

    MTL

    MTL

    BST

    CO

    NC

    S

    S

    BST

    48" CHL

    BST

    60'' CONC

    60''

    CO

    NC

    60'' C

    ON

    C60'' C

    ON

    C

    60'' CONC

    CO

    NC

    CO

    NC

    CONCCONC

    2SFD

    10' C

    ON

    C

    2SF

    D

    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

    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

    2016 NCDOT AERIAL PHOTOGRAPHY

    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

    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

    2016 NCDOT AERIAL PHOTOGRAPHY

    LEGENDLEGEND

    BUILDINGS

    EXISTING RIGHT-OF-WAY

    EXISTING RAILROAD RIGHT-OF-WAY

    EXISTING ROADWAY

    EXISTING ROADWAY TO BE REMOVED

    EXISTING CONCRETE SIDEWALK

    POTENTIAL IMPACT AREA

    PROPOSED ROADWAY

    AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

    PROPERTY LINES

    PROPOSED MULTIUSE TRAIL

    BUILDINGS

    EXISTING RIGHT-OF-WAY

    EXISTING RAILROAD RIGHT-OF-WAY

    EXISTING ROADWAY

    EXISTING ROADWAY TO BE REMOVED

    EXISTING CONCRETE SIDEWALK

    POTENTIAL IMPACT AREA

    PROPOSED ROADWAY

    AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

    PROPERTY LINES

    PROPOSED MULTIUSE TRAIL

    LAKES, RIVER, STREAMS AND PONDS

    EXISTING UTILITY EASEMENT

    PROPOSED TRAFFIC SIGNAL

    LAKES, RIVER, STREAMS AND PONDS

    EXISTING UTILITY EASEMENT

    PROPOSED TRAFFIC SIGNAL

    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

    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

    EXISTING STRUCTURES TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED

    CITY LIMIT LINECITY LIMIT LINE

    195

    245

    240

    235

    230

    225

    220

    215

    210

    205

    200

    250

    255

    260

    265

    270

    MESA DALIA

    HORA RUTH ELLENHORA CHARLES

    ROBINSON SHARON SROBINSON CHARLES K

    CHRISTIANSEN BETTY LCHRISTIANSEN DAVID A

    TREW DIANETREW ROBERT J

    CASPER KATHRYN JCASPER JEFFREY D

    CERCY MARY JOCERCY JAMES

    SONI ANANT B

    WILKES JOELLEN H

    WORSHAM DONNA WESTONWORSHAM JULIUS BERRYE III

    EL-REFAI ELHAMEL-REFAI MOHAMED

    KLEIN RICHARD BKLEIN NANCY L

    SCHMIDT SUSAN BSCHMIDT FREDERICK K GABBARD KAMILA J

    GABBARD O GENE

    CARY TOWN OF

    BATTLE LISA ANNEBATTLE WILLIAM MICHAEL

    GRAVES KELLI LYNN

    MLC AUTOMOTIVE LLC

    CARY AUTO MALL REALTY PARTNERS

    MLC AUTOMOTIVE LLC

    MLC AUTOMOTIVE LLC

    CARY AUTO MALL REALTY PARTNERS

    CARY AUTO MALL REALTY PARTNERS

    CARY AUTO MALL REALTY PARTNERS

    JAGG ASSOCIATES LLC

    EDINBURGH CARY OFFICE LLC

    KAL INVESTMENTS LLC

    EDINBURGH CARY OFFICE LLC

    C2 LAND LP

    VILLAGES AT MACGREGOR LLC

    TNREF III REGENCY FOREST LLC

    EPIC REGENCY LLC

    IHP CARY (NC) OWNER LLC

    MACGREGOR PARK OWNERS ASSOC

    SIEMENS MEDICAL SOLUTIONS USA INC

    SIEMENS MEDICAL SOLUTIONS USA INC

    HENDRICK AUTOMOTIVE GROUP

    HENDRICK AUTOMOTIVE GROUP

    TRANS WORLD RADIO

    TOPAZ MOON LLC

    TOPAZ MOON LLC

    MLC AUTOMOTIVE LLC

    TURNRIGHT LLC

    111 MACKENAN DR LLC

    ALIDADE REGENCY 2000 LLC

    VENTURES TRUSTCONSECRATED ASSET

    KARABINIS ERMIONI NKARABINIS PETER D

    PARKER PATRICIAPARKER THOMAS L

    ASHLEY M DUNCANCORTNEY

    DUNCAN GORHAM

    MCDONALD MARIANNA GMCDONALD WILLIAM J DEMARTINO KATHRYN

    DEMARTINO RICKY L

    DOWNSLLCMACGREGOR

    CONCERT

    DOWNS LLCMACGREGOR

    CONCERT

    CREEL KATHRYN CCREEL WILLIAM C II

    SOLUTIONS USA INCSIEMENS MEDICAL

    ROTH GAIL JROTH GARY WLIVING TRUST TH

    SHAIKH MEHBOOB JAHANFASIH AHMED &

    MARY GSCHEXNAYDER

    BODIN RSCHEXNAYDER

    BRUCEI /TRHOWELL

    HEWSON BRENDA

    LANIER SUE B

    LLCAUTOMOTIVE

    MLC LLCAUTOMOTIVE

    MLC REALTY PARTNERSCARY AUTO MALL

    PREMIERE HOMES II INC

    ASSOCIATIONPRESTWICK

    BUILDER INCDAVID R WILLIAMS

    ASSOCIATIONPRESTWICK

    ASSOCIATIONPRESTWICK

    ASSOCIATIONPRESTWICK

    ASSOCIATIONPRESTWICK

    ASSOCIATIONPRESTWICK

    SWEENEY NANCY HSWEENEY CHRISTOPHER T

    MCHENRY CONSTANCE DMCHENRY RAYMOND R

    HICKS BRIANHICKS JENNIFER K

    HAILEY ANNE D

    PATRICIA HBOBBIT

    MAXIE EBOBBITT

    SULAIMANAZIZI SARA

    ANTONIOGARCIA

    PAIGE LGAUSMANN

    BARBARA KVAUGHN

    WILLIAM GVAUGHN

    BRIANHAMILTON

    NOLAN HOLTHAMILTON

    KENNETH JTERRETT

    OIL CO INCSAMPSON BLADEN

    REALTY PARTNERSCARY AUTO MALL

    HEATHERBLANCHARD

    HOWARD E III BLANCHARD

    LAURA LGOURLEY

    C III GEORGE

    GOURLEY

    GEORGETTE RKEATTSKEVIN AKEATTS

    MELISSA JROSENSTOCK

    MAARTENOOSTEN

    WATSON LISA LMILLER DAN CCAROL V

    RIDDICKIII

    THOMASJAMESRIDDICK

    DOUGLAS ABLACKMANBETTY H

    BLACKMAN

    SHAH NANDA MAHENDRASHAH MAHENDRA R

    HOLDINGS LLCROBIOUS ROAD

    BEELER PENNY SBEELER DAVID W

    EISINGER TONI EORR SCOTT J

    PILCHER JENNIFERGLENN II TRUSTEEPILCHER THOMAS

    ELIZABETHMITH MARYGARRETT S

    SMITH DANIEL

    AUSTIN WHITLEY MAUSTIN JOE E JR

    WEST SHARONWEST BRUCE

    LYTVINENKO LINDA PLYTVINENKO JOHN W

    REDDY NEERAJA DREDDY NAGI G

    PEGRAM TERRY LYN

    GRIMESIII A EDWARDGRIMES LISA T

    FLEMING LESLIE CFLEMING CHRISTOPHER P

    WARM JAN KCAMBERATO JOSEPH A

    NEAL HOLLY GETMANNEAL DAVID C

    LLCPROPERTIES

    KNIER

    SPEROFF BEVERLY AMURPHY J PAUL

    WILLIAM WALLACEHARRINGTON

    DIXIE LEEHARRINGTON

    GOINS RACHELGOINS RANDY

    PARTNERSMALL REALTY

    CARY AUTO

    DELAIR KERRI EDELAIR SHANE K

    FULTON BARBARA EFULTON WILLIAM H

    REYNOLDS LORIREYNOLDS SCOTT

    DIAZ HECTORDIAZ DONNA

    HEATH MEREDITHHEATH JOHN RYAN

    NADINE SWHITNEY-YALCHYALCH JOHN A

    THOMAS SARAH BTHOMAS WINFRED F

    BOWERS NANCY R

    TURNER ELIZABETH HTURNER ALEXANDER

    FRANKLIN IRENE PFRANKLIN MICHAEL LEON

    WETHERALL KARI SUEWETHERALL SHAYNE MIKEAL

    NEWSOM GEORGE FNEWSOM LORETTA C

    WINTERS GAILYA SWINTERS W GLENN

    CAROLINEBAILLARGEON

    JASONBAILLARGEON

    HELMSVICTORIA

    HELMSJAMES E JR

    HELMS

    SUPASRETTABUNCHONG

    HERMAN GJOHNSON

    OFFICE LLCEDINBURGH CARY

    CARY OFFICE LLCEDINBURGH

    KARIN GBRANCHPAUL OBRANCH

    SUSAN JFRANK J MIERZWA

    MIERZWA

    ROTH ROCHELLEROTH JASON

    VERDI CHRISTINA PKLASS KENNETH MICHAEL

    KNOTT AMY RKNOTT CHRISTOPHER C

    RHODES CLIFTON ERHODES LYNETTE T

    MARYGOINS NICOLE

    DUANEGOINS TIMOTHY

    JONES STACY HILLJONES RICHARD S

    MARGARET HERMANMCARTHUR

    MCARTHUR JOHN R

    36'

    36'

    36'

    36'

    36'

    46'

    36'

    35'

    35'36'

    36'

    35'3

    6'

    36'

    2040ADT

    US HWY 64

    2016

    42700 43300

    1300700

    Blvd.Autopark

    2000

    2040ADT

    US HWY 64

    2016

    43300 45700

    500 1200

    35001800

    Chalon Dr.

    Mackenan Dr.

    2200

    5800

    2040ADT

    US HWY 64

    2016

    45700 50300

    63001700

    8000

    Gregson Dr.

    2040ADT

    US HWY 64

    2016

    50300 56000

    600 1800

    5000500

    2700

    5800

    Edinburgh Dr.

    Edinburgh Dr.

    75400 75800

    14001000

    2400

    2300

    500 1300

    75800

    2000 4300

    78900

    6800

    78900 83900

    2500 7500

    10000

    83900

    700

    3300

    2200

    90800

    6000600

    7000

    RO

    LL 2 O

    F 2

    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)

    DESIGN DATA

    Maximum SuperelevationDesign SpeedFunctional Classification

    DESIGN DATA

    Maximum SuperelevationDesign SpeedFunctional Classification

    RO

    LL 2 O

    F 2

    = 0.08= 60 MPH= EXPRESSWAY

    = 0.08= 60 MPH= EXPRESSWAY

    INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

    DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

    0100 50 100 2000100 50 100 200

    (ENGLISH)

    SEE S

    HEET 1

    MA

    TC

    HLIN

    E ST

    A. 195+

    00

    ROLL 2 OF 2

    WA

    KE

    CO

    UN

    TY, N

    OR

    TH

    CA

    RO

    LIN

    A

    WES

    T

    OF

    US 1 IN

    TE

    RC

    HA

    NG

    E

    FR

    OM

    WES

    T

    OF

    LA

    UR

    A

    DU

    NC

    AN

    RD

    TO

    PR

    OP

    OS

    ED

    US 64 C

    OR

    RID

    OR IM

    PR

    OV

    EM

    EN

    TS

    PU

    BLIC

    ME

    ETIN

    G

    MA

    P

    TIP P

    ROJE

    CT

    U-5301

    WAKE COUNTY, NORTH CAROLINA

    WEST OF US 1 INTERCHANGE

    FROM WEST OF LAURA DUNCAN RD TO

    PROPOSED US 64 CORRIDOR IMPROVEMENTS

    PUBLIC MEETING MAP

    TIP PROJECT U-5301

    WA

    KE

    CO

    UN

    TY, N

    OR

    TH

    CA

    RO

    LIN

    A

    WES

    T

    OF

    US 1 I

    NT

    ER

    CH

    AN

    GE

    FR

    OM

    WES

    T

    OF

    LA

    UR

    A

    DU

    NC

    AN

    RD

    TO

    PR

    OP

    OS

    ED

    US 64 C

    OR

    RID

    OR IM

    PR

    OV

    EM

    EN

    TS

    PU

    BLIC

    ME

    ETIN

    G

    MA

    P

    TIP P

    ROJE

    CT

    U-5301

    CO

    NT

    RA

    FL

    OW IN

    TE

    RS

    EC

    TIO

    N)

    DIA

    MO

    ND IN

    TE

    RC

    HA

    NG

    E, L

    AK

    E PIN

    E

    DRIV

    E - D

    OU

    BL

    EC

    ON

    CEP

    T 1: S

    UP

    ER

    ST

    RE

    ET (L

    AU

    RA

    DU

    NC

    AN - TIG

    HT

    CONTRAFLOW INTERSECTION)DIAMOND INTERCHANGE, LAKE PINE DRIVE - DOUBLECONCEPT 1: SUPERSTREET (LAURA DUNCAN - TIGHT

    CO

    NT

    RA

    FL

    OW IN

    TE

    RS

    EC

    TIO

    N)

    DIA

    MO

    ND IN

    TE

    RC

    HA

    NG

    E, L

    AK

    E PIN

    E

    DRIV

    E - D

    OU

    BL

    EC

    ON

    CEP

    T 1: S

    UP

    ER

    ST

    RE

    ET (L

    AU

    RA

    DU

    NC

    AN - TIG

    HT

    GRADEPOINT

    .08 .02.02

    .08.02.02

    .02.02 .02 .02

    ISLANDMONOLITHIC

    ISLANDMONOLITHIC

    6:1

    2:1

    4:1

    2:1

    6:16:1

    SLOPESVARIABLE

    GROUND

    ORIGINAL

    SLOPESVARIABLE

    6:1

    2:1

    4:1

    2:1

    6:16:1

    SLOPESVARIABLE

    GROUND

    ORIGINAL

    SLOPESVARIABLE

    .04 .04

    TYPICAL SECTION NO. 1

    6 LANE SUPERSTREETUS HWY 64

    JU

    NE 2018

    JUNE 2018

    JU

    NE 2018

    CL

    12' 12' 18' 6'12'

    US 64

    17.5' 17.5' 14'

    15' W/GR12'

    FDPS10'

    12'12'18'6' 12'

    15' W/GR12'14'

    FDPS

    10'

    30'GROUNDORIGINAL

    30' GROUNDORIGINAL

    EXIST PAVEMENT

    24'46'

    EXIST MEDIAN

    POINTGRADE

    EXIST PAVEMENT

    24'

    12' 12'4' 4'

    LEFT OR U-TURN LEFT OR U-TURN

    0.75'

    0.75'

    0.75'

    0.75'

    .02 .02

    .75' .75'

    * WHERE POSSIBLE

    TYPICAL DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL

    AC

    AC

    AC

    AC

    DESIRABLE 1,000 FT. TO 1,300 FT.*

    MINIMUM 800 FT.*

    DESIRABLE 1,000 FT. TO 1,300 FT.*

    MINIMUM 800 FT.*

    FULL CONTROL OF ACCESS*

    NOTE: U-TURN BULBS NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREAS.*

    FULL CONTROL OF ACCESS*

    APEX TO

    WN LIM

    IT

    CARY TO

    WN LIM

    IT

    CARY T

    OW

    N LI

    MIT

    CH

    ALO

    N

    DR

    MA

    CKEN

    AN

    DR

    EDIN

    BURG

    H S

    DR

    GRE

    GS

    ON

    DR

    OLD RA

    LEIG

    H RD

    US

    HW

    Y 1

    AU

    TO

    PA

    RK

    BLV

    D

    EDIN

    BU

    RG

    H

    DR

    -L- US 64

    -L- US 64

    -L- US 64

    CHRYSLER JEEPAUTOPARK

    AUDI CARY

    LEITH PORSCHE LEITH ACURA

    CASUALTYBANKERS LIFE &

    GROUP PLLCOLIVE LAW

    ENDODONTICSTRIANGLE

    SOLUTIONSSTAFFING

    VISTA

    HOMESANGE SIGNATURE

    ASPE

    COURTYARD MARRIOTT

    MACGREGOR VILLAGE

    BP

    -Y6-

    -Y7-

    -Y8-

    -Y9-

    -Y10-

    -Y10-

    HENDRICK CHEVROLET

    HENDRICK FIAT OF CARY

    HENDRICK DODGE

    OF CARYPREOWNEDHENDRICK

    HENDRICK KIA

    -L- STA.262+00.00

    END TIP PROJECT U-5301

    TO BE EXTENDEDEXISTING CULVERT

    GREENWAY TRAILPROPOSED


 · 2018-08-29 · 2 ) − C. C (), (), (), (), (), (), (), (), (), (), (), f. f − > − < − − < − > −

Jøtul F 164 / F 165 Jøtul F 166 / F 166 C F 167 / F 167 C...Jøtul F 164 / F 165 Jøtul F 166 / F 166 C / F 167 / F 167 C GB - Installation and Operating Instructions 3 FR - Manuel

An Update on Superstreet Implementation and Research · An Update on Superstreet Implementation and Research 1 Joseph E. Hummer, ... Scotland County Google Earth ... use loon •

TFX2 LED Floodlights...15 C 59 F 1.02 20 C 68 F 1.01 25 C 77 F 1.00 30 C 86 F 0.99 35 C 95 F 0.98 40 C 104 F 0.97 45 C 113 F 0.96 50 C 122 F 0.95 Luminaire Input Power (W) 120V 208V

A F C C F PLAN D'AUTORISATION

Owner’s Manual - Midea1e6ff6e3-f45a-4ea7-8e7e...17 C - 32 C (63 F - 90 F) 0 C - 30 C (32 F - 86 F) 10 C - 32 C (50 F - 90 F) Outdoor Temperature 0 C - 50 C (32 F - 122 F) To further

A-PDF MERGER DEMO ON THE MARK - Bob Eagle THE MARK Bob Eagle OVERTURE Piano D =110 A F C C F C B C E C A C D C 8 C Fm =130 F E m F D m F C m B m C Fm F E m D 16 F C m C Fm F E m F

HIGHWAY No. 29 LYNX CREEK UTILITY RELOCATION PLANS · l.t.c. l.t.c. l.t.c. l.t.c. close close close f f f f ff f f f ff fff c c c c c c c c ccc c c c c c c c c cc f f f f f f f cc

Gestão da Qualidade - Programatraineegrupocanopus's Blog · Nossa Organização C F C F C F C F C F Interfaces externas. Cadeia da Qualidade ... Um Sistema da Qualidade é a estrutura

HOLIDAY SONGS FOR THE UKULELE · PDF fileHOLIDAY SONGS FOR THE UKULELE. C F G7 Feliz Navidad Intro: C F G7 C C F G7 C C F G7 Feliz Navidad C F G7 C Feliz Navidad F Feliz

EXCEL - ICC-RSF€¦ · Max Continuous 650°C (1200°F) 538°C (1000°F) Brief Forced Firing 925°C (1700°F) 760°C (1400°F) Tested To 1150°C (2100°F) 1150°C (2100°F) Clearance

LEGEND - NCDOT · -l- pt sta. 95+45.77-l--l--l-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 f f f f f f f c c c c c c c c c c c c c c c c c c c c c c manor pinebrook

u5891 rdy phm superstreet SH1 update-RDY PHM Sheet 1...u5891_rdy_phm_superstreet_SH1 update-RDY PHM Sheet 1 Created Date

C148.206.53.84/tesiuami/UAM LOTE 5/UAM20542.pdf · IJJuan Jose Hicks; Gornez ! c f L C c c c L f c c c f c c f f C c f 1. 2. PROYECTO INICIAL ... Desarrollar un método con los recursos

U5301 rdy phm ALT1 Superstreet psh 03-DefaultMADSEN NORBERT STATON ADAM G STATON MARY C BURRUS CALEB BURRUS CANDACE E GRANT YONG S GRANT STEVEN SOUTHALL SCHULSTAD MIRANDA LYNNAE SCHULSTAD

SUPERSTREET Intersection Renderings...Superstreet_redux.pdf · north south buckman road stony broook apartments mount vernon antique center el amanecer bar & resturant harmony place

HOLIDAY SONGS FOR THE UKULELE - 9hats web · PDF fileHOLIDAY SONGS FOR THE UKULELE. C F G7 Feliz Navidad Intro: C F G7 C C F G7 C C F G7 Feliz Navidad C F G7 C Feliz Navidad F Feliz

Stephen E. Meyer, MSc, P.E. Superstreet Arterial Management … · 2015. 2. 20. · TSITE Spring Meeting 2015 red TSITE Spring Meeting SSAM© Superstreet Arterial Management System

INDEX [] · 30-7503 15 F 52-10003 15 F 10-3003 14 F 22-4003 14 F 32-7503 14 F 30-10003 14 F 42-10003 14 F BMV85 BMV120 BMV150 BMV32 BMV42 BMV65 BMV20 C C C C C C C C barmesapumps.com

Technical Handbook · 2020. 11. 8. · Conversions: Temperature 2 –459.4° to 0° C F C F 1 to 60° C F C F 61° to 290° C F C F 300° to 890° C F C F 900° to 3000° C F C F

ABCCDA - Markey Constructionmarkeyconstruction.co.uk/pdf/Home User Guide - Meadows End.pdf · ˝˛˛ c˛f%f % f fb c% c f a,a d c˙f& e % % ˙bc% bf˘f, ac, f %dbf. 7 c˚ a ˜ ab

Home | Connect NCDOT - 14’ · 2016-01-29 · corolla bay llc, c c c f c f c c f c c c c f c f c c c c f f 275 275 280 285 290 295 300 305 310 315 320 325 n 73%%d 19’ 17.1" e n

-L- US 64 SUPERSTREET TYPICAL SECTION NO. 7 FULL …

f ?C''''~ {) c

15–0 c C - orientacionandujar.es · l c t d c t d f d c t l c l c l d f c h c l c f h d c l f c c d c h c c f d h l t c C D F C D C H C F C D C • Rodea la letra c: c ... El lunes

sea saltwms.bmcoating.com/docs/aquamarine.pdf · 2016-08-31 · 50˚F (10˚C) 90˚F (32˚C) 50˚F (10˚C) 57˚F (7˚C) 140˚F (60˚C) 130˚F (54˚C) 60-87˚F (15-30˚C) 60-90˚F (16-32˚C)

epub.uni-bayreuth.de · i f f / ! hc i f c ! hk i f i + hl i f k ' hl i f h % gd i c &% ( " ! gd i c f &% $ gc i c c

NCV Fieldpiece Instrucciones iniciales °F°C°F°C

C - MLITC C C C C C C C ê I d1bK KºK KÃ Ñ!ªK= » K C C G C K>K'KPK: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 C KýC C G C ê I = d1bK KºK KÃK= : K N-ÐC C F

Master schede 2011 - ofme.ru · Certificato Classe 1 UNI 9175 CL. 1 IM 87,5% P.V.C. plastificato - 12,5% cotone (Martindale 100.000) C 40 F C 41 F C 42 F C 43 F C 44 F C 45 F C 46

Cкачать и купить аудиокниги, скачать книги ... · 2011. 5. 18. · e: :f /:g: a 9 := > l f?c f?c ! =f?c f? c @ f?c a f?c a f?c > f?c a f?c f?c f?c

M ap dÁr e A lic ção L ei n° 1.4 28 d 06 · PDF fileso c f d s c f e r nm f r c f p c f f f f f e f p c m c f f e f e f a c om f f a a f em e a p s tn p f c c f f d r p f c s p

i f` f f, XXf%+ F · f f ,'Yf/ C,,]f/ aDI [\[[+f+,5 +,5P)ffB &,P,2f)C; C,,]f f ,'f aP +f,,,ffffBfBfb`,, f >`` $,fR`R C6`;+f,, ,6,`[,W,,,UYCkk Y[f +,5PffB f,7CBJf+,5 + J,' =!)-X\C7,C+

N U T Y · 2020. 8. 20. · Tak nam dopomóż Bóg! Tak nam dopomóż Bóg! C F G G# F G E F F F F A# C C# C G A# G# G F C F G G# F G E F C F G G# A# C A# D# G# A# C A# G# G F F A#

PLAY SHEET 2 Missile Tables - · PDF fileD D C C B B A E E D D C C C B B F E E E D D C C B B F F E E E D D C C B F F F E E E D D C C F F F F E E E D D C F F F F F E E E E D F F F F