1
LEGEND LEGEND S T A . 141 + 00 M A T CH L I N E S EE S H EET 2 AND UTILITY) CONSTRUCTION, PROPOSED EASEMENTS (DRAINAGE, EXISTING ROADWAY TO BE REMOVED PROPOSED ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY (GIS) LAKES, RIVER, STREAMS AND PONDS PROPOSED RIGHT OF WAY PROPERTY LINES (GIS) EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL PROPOSED CONTROL OF ACCESS AND UTILITY) CONSTRUCTION, PROPOSED EASEMENTS (DRAINAGE, EXISTING ROADWAY TO BE REMOVED PROPOSED ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY (GIS) LAKES, RIVER, STREAMS AND PONDS PROPOSED RIGHT OF WAY PROPERTY LINES (GIS) EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL PROPOSED CONTROL OF ACCESS 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225 R W C A R W C A R W R W R W R W R W R W R W R W R W C A C A R W C A C A C A C A C A R W C A R W R W C A S H EET 3 O F 3 UNION COUNTY P U B L I C M EET I NG M A P RD TO DICKERSON BLVD JUST WEST OF ROCKY RIVER U-5764: WIDENING ON US 74 FROM US 74 AND SECREST SHORT CUT RD U-5931: INTERSECTION IMPROVEMENTS AT T I P P R O J E C T S : U - 5 76 4 & U - 5 93 1 S H EET 3 O F 3 UNI ON C OUNT Y P U B L I C M EE T I NG M A P RD T O D I C K E RS ON B L VD J U S T W E S T OF ROC KY RI V E R U - 5764 : W I D E NI NG ON U S 74 F ROM U S 74 AND S E CRE S T S HORT C U T RD U - 5931 : I NTE RS E C T I ON I M P ROV E M E NT S A T T I P P R OJ E C T S : U - 5 76 4 & U - 5931 S H EET 3 O F 3 UNI ON C OUNT Y P U B L I C M EE T I N G M A P RD T O D I C K E RS ON B L VD J U S T W E S T OF ROC KY RI V E R U - 5764 : W I D E NI NG ON U S 74 F ROM U S 74 AND S E CRE S T S HORT C U T RD U - 5931 : I NTE RS E C T I ON I M P ROV E M E NT S A T T I P P R O J E C T S : U - 57 6 4 & U - 5 93 1 (ENGLISH) 0' 50' 100' 25' 50' (ENGLISH) 0' 50' 100' 25' 50' H E N R Y B . S M I T H , J R . BR U C EH . G R I FF I N , J R ., AND T Y - P A RR E A LT Y , I N C ., BR U C EH . G R I FF I N , S R ., 2761 R O LL I NG H I LL S , LL C C H I C K - F I L - A , I N C . L . C A R LT ON T Y S ON P M SE N TE R P R I S E S A P R I L C O LL I N S AND W I F E , J . BR E N TC O LL I N S E N TE R P R I S E S , LT D . M Y E R SF A M I L Y S ANG I T A K . P A TEL AND W I F E , KAU S H I K B . P A TEL F O RHU M AN I T Y , I N C . C OUN T Y HA B I T A T UN I ON - AN S ON S T A R N E S R ONN I EDA LE C L A R A E . HAN LE Y AND W I F E , R AY M OND F . HAN LE Y ADNAN NA S R A LL AH AND W I F E , Z I AD A . NA S R A LL AH A TL AN T I C S KY L I N EI NV E S T M E N T , LL C C V S3593 N C , LL C M S G C O MM E RC I A L P R O P E R T I E S , LL C F E R N I E H I R S T , LL C E S T A TEHO L D I NG S , LL C F I R S TC HA R TE RR E A L LLC P R O P E R T I E S , HA LLE R E S T AU R AN T S , I N C . S HO W M A R S C M A C P R O P E R T I E S212 , LL C P B H P G 311 HO M EC E N TE R S , I N C T O R E M A I N W I T H L O W E ' S R E M A I ND E RO FOU T P A RC EL B HO LE NA T H , I N C . F R AN C I SLL C C A LL A W AY P L A Z A A SS O C I A TE S , LT D . M C J ETT ON , LL C AND R& M P R O P E R T I E S V I N S ON E N TE R P R I S E S , I N C . T Y S ON C E N TE R , LL C A P A R T M E N T S , LL C E A S TBR OAD W AY C ONN ELL F A M I L Y P R O P E R T I E S , LL C ADV E R S T I S I NG , I N C . ADA M SOU T DOO R T Y - P A R , I N C . A P I M ON R O E , LL C D E V EL O P E R S , LL C C H E RR Y L OG F A M I L Y LL C F R AN C I SS I M PS ON M A B EL H . B I V E N S , A AND J . W . B I V E N S , J R ., A B U S I N E SST R U S T E S T A TE W A L - M A R TR E A L ETA L . E QU I T I E SLL C , M ON R O ECR O SS I NG P I ZZ A HU T S , I N C . C A R O L I NA ETA L . E QU I T I E SLL C , M ON R O ECR O SS I NG ETA L . E QU I T I E SLL C , M ON R O ECR O SS I NG P R O P E R T I E S , LL C X I AO E A S TC OA S T O FA M E R I C A , I N C . T A C O B ELL I NV E S T M E N T S , I N C . S ON L I GH T O FM ON R O E B EL K BR O T H E R S C O R P O R A T I ON B U R G E RK I NG S AK R ON , LL C . M ON R O EP R O P E R T I E S , I N C . ETA L . E QU I T I E SLL C , CR O SS I NG M ON R O E I N C O R P O R A TE D Z . V . P A TE , C O M P ANY , I N C . I NV E S T M E N T K I M BR ELL ' S P R O P E R T I E S , I N C . M ON R O E ADD I ENAN C EW I T M O R E W I T M O R EAND W I F E , J A M E SC L YD E E T A L . E Q UI T I E S L L C, M ONR O E CR O SS I NG P R O P E R T I E S , LL C . ELM I NV E S T M E N T S , LL C P A C I F I C G R OU P I NV E S T M E N T S , LL C P A C I F I C G R OU P C OUN T R Y C L U B , I N C . R O LL I NG H I LL S P R O P E R T Y , LL C R OAD R OUND T A B LE P R ODU C T S , I N C . P L U R I B U S I NV E S T M E N T S , I N C . E& E C O M P ANY , LL C HYA TT SL AND I NV E S T M E N T S , I N C . BAM HOSPITALITY, LLC SHRI VASUDEV R E A LT Y G R OU P , LL C P E NN I NG T ON A SS O C I A TE S P L AY E RF A M I L Y SREE-TBM-MONROE, LLC TY-PAR REALTY, INC. TY-PAR REALTY, INC. TY-PAR REALTY, INC. REALTY, INC. TY-PAR INC. KA R M A R T , G R OU PII , LL C . P R O P E R T Y C A M BR I DG E F UND 8 , LL C B OND S T R EET SHRI KRISHNA, INC. CITY OF MONROE G R OU PLL C T H EQUA C H OF NORTH CAROLINA NATIONAL BANK FIRST UNION PROPERTIES, LLC CISA COMMERCIAL ADD I ENAN C EW I T M O R E AND W I F E , J A M E SC L YD EW I T M O R E GROUP FENIX, INC. JANICE M. MORRISON AND WIFE, ROBERT M. MORRISON CENTER, LLC TOWN SQUARE CENTER, LLC TOWN SQUARE ISH K. CHOPRA J J & H INVESTMENTS, LLC HUMPHRIES, JR. HERBERT B. CREDIT UNION STATE EMPLOYEES RUTH GORDON FRED M. GORDON AND WIFE, ADDIE NANCE WITMORE AND WIFE, JAMES CLYDE WITMORE E V EL YN B . BR OO M E AND W I F E , K E NN ET H E . BR OO M E L O W E ' SHO M EC E N TE RI N C #88 SECREST GRETTA ANN SECREST AND JOSH MARION ANN SECREST AND GRETTA SECREST JOSH MARION DEVELOPERS PARTNERS WESTSIDE GROUP, LLC REALTY PENNINGTON LLC I NV E S T M E N T S , F R UGA L LLC P R O P E R T I E S - B F R , W I N C H E S TE R H EL M S DONNA L . AND W I F E , H EL M S R I C HA R D K . R U S H I NG R ON R . AND H I LL , S Y B I L C . AND W I F E , R OY H . H I LL P R O P E R T Y M I SS I NG P R O P E R T I E S , LL C M V M CR OOK C OUN T R Y C L U B , I N C . R O LL I NG H I LL S DESIGN DATA Max Superelev. Design Speed Functional Class. = = = DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0.04 60/50 MPH PRINCIPAL ARTERIAL DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DESIGN DATA Max Superelev. Design Speed Functional Class. = = = 0.04 60/50 MPH PRINCIPAL ARTERIAL ISLANDS, SIDEWALKS, CURB AND GUTTER PROPOSED STRUCTURES, RETAINING WALLS, ISLANDS, SIDEWALKS, CURB AND GUTTER PROPOSED STRUCTURES, RETAINING WALLS, TYPICAL SECTION NO. 2 VAR. 3 : 1 MAX 3 : 1 MAX GROUND ORIGINAL GROUND ORIGINAL 5'-0" 3'-6" 1'-6" 10'-0" 0 . 02 VAR. 3 : 1 MA X 3 : 1 MA X GROUND ORIGINAL GROUND ORIGINAL 5'-0" 1'-6" 10'-0" 0 . 02 6" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" GRADE POINT 10' TO 12' VARIES FROM 8' TO 10' VARIES FROM 0 . 020 0 . 020 15'-0" 15'-0" 2' 2' -L- US 74 CL ROW ROW ROW - 68' MIN. ROW - 68' MIN. 5' SIDEWALK 5' SIDEWALK FOWLER SEACREST RD TO EAST OF SECREST SHORT CUT SIX LANE SYNCHRONIZED STREET G R AD ET O T H I SL I N E G R AD ET O T H I SL I N E HI NGE P OI NT F OR F I LL S HI NGE P ONT -L- US 74 10' TO 12' VARIES FROM 8' TO 10' VARIES FROM VARIES 2' TYP. 2' TYP. VARIES FDPS 4 : 1 SLOPE VARIABLE 3 : 1 FDPS 4 : 1 F OR CUT S 6 : 1 4 : 1 2 : 1 SLOPE VARIABLE TYPICAL SECTION NO. 1 5 : 1 5 : 1 0.02 0 . 08 0.02 0.02 GRADE POINT 0 . 08 0.02 FDPS FDPS 12' 12' 18' 12' 12' 12' 15' 6' 10' 10' 12' 4' 10' 12' 4' 8' 4' 18' 12' 8' 4' 30' 0.02 0.02 GRADE POINT 5' MIN. 5' MIN. FILL ROW - 101' MIN. ROW ROW CUT ROW - 102' MIN. CL ROCKY RIVER RD TO FOWLER SEACREST RD SIX LANE SYNCHRONIZED STREET F F F F F C F F F F F F F C F F 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 F F F F C F C C 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 F F F F F F F F F F F F F F F F F C C C C 36 ' 30 ' 36 ' 3 6 ' 30 ' 36 ' ADT ADT -L- 2040 2016 US 74 1300 900 1100 900 48500 39800 49100 39400 1700 1100 1300 1500 2800 2200 3400 3000 ROUND TABLE RD & ROLAND DR INTERSECTION OF US 74 (-L-) & T AB LE R D R OUND R OL AND DR ADT ADT 2040 2016 DRIVEWAY SHOPS AT NOTTINHAM PARK INTERSECTION OF US 74 (-L-) & -L- US 74 600 500 300 100 49400 39800 900 600 49100 39400 DR I V E W AY NOTT I NHAM P AR K S HOPS AT ADT ADT 2040 2016 -L- US 74 600 600 300 300 49700 40100 900 900 49400 39800 ADT ADT 2040 2016 -L- US 74 200 200 300 300 49600 40000 500 500 49700 40100 DRIVEWAY ROOSEVELT SHOPPING CENTER INTERSECTION OF US 74 (-L-) & CE NTE R DR I V E W AY R OOS E V ELT S HOPP I NG CENTER DRIVEWAY MONROE CORNERS SHOPPING INTERSECTION OF US 74 (-L-) & DR I V E W AY S HOPP I NG CE NTE R MONR OE COR NE R S ADT ADT -L- 2040 2016 US 74 1000 1000 2300 2300 49600 40000 49400 38900 2800 1300 1700 1100 4400 4400 5600 3500 WAL-MART DRIVEWAY & WILLIAMS RD INTERSECTION OF US 74 (-L-) & DR I V E W AY W AL - MAR T W I LL I AMS R D ADT ADT -L- 2040 2016 US 74 600 600 500 500 49400 38900 49500 39000 1100 1100 WAL-MART DRIVEWAY INTERSECTION OF US 74 (-L-) & DR I V E W AY W AL - MAR T ADT ADT -L- 2040 2016 US 74 7100 7200 1100 800 49500 39000 55200 44700 2900 1200 3200 1900 9600 9600 7500 4700 DR I V E W AY W AL - MAR T W I LL I AMS R D LOWE'S DRIVEWAY & HANOVER DR INTERSECTION OF US 74 (-L-) & ADT ADT -L- 2040 2016 US 74 200 200 200 200 55200 44700 55800 45300 1000 1000 400 400 400 400 1600 1400 DR I V E W AY W AL - MAR T W I LL I AMS R D BOJANGLES' DRIVEWAY TYSON CENTER DRIVEWAY & INTERSECTION OF US 74 (-L-) & ADT ADT 2040 2016 -L- US 74 500 500 300 300 56000 45500 800 800 55800 45300 UNION SQUARE DRIVEWAY INTERSECTION OF US 74 (-L-) & DR I V E W AY UNI ON S QUAR E ADT ADT -L- 2040 2016 US 74 400 400 100 100 56000 45500 56700 46200 700 600 200 200 500 500 800 800 DR I V E W AY Z AX B Y ' S DR I V E W AY UNI ON S QUAR E ADT ADT -L- 2040 2016 US 74 300 300 1200 1100 56700 46200 54200 48800 2600 2600 DICKERSON BLVD (NC 200) MONROE SHOPPING CENTER & INTERSECTION OF US 74 (-L-) & UNION SQUARE DRIVEWAY ZAXBY'S DRIVEWAY & INTERSECTION OF US 74 (-L-) & ADT ADT -L- 2040 2016 US 74 200 200 100 100 54200 48800 300 300 ADT ADT -L- 2040 2016 US 74 100 100 100 100 55900 49700 53200 47800 600 600 1700 1700 200 200 2300 2300 MONROE SHOPPING CENTER INTERSECTION OF US 74 (-L-) & MONROE CROSSING DRIVEWAY MONROE SHOPPING CENTER & INTERSECTION OF US 74 (-L-) & ADT ADT -L- 2040 2016 US 74 6800 6000 2100 1300 53200 47800 59300 53900 2000 2000 600 600 9900 8300 3600 3600 CROSSING DRIVEWAY SECREST SHORT CUT RD & MONROE INTERSECTION OF US 74 (-L-) & ADT ADT -L- 2040 2016 US 74 59300 53900 58100 53700 1500 1300 2700 1500 4200 2800 SECREST SHORT CUT RD INTERSECTION OF US 74 (-L-) & 900 800 56700 50400 900 800 CE NTE R S HOPP I NG MONR OE CE NTE R S HOPP I NG MONR OE CE NTE R S HOPP I NG MONR OE DR I V E W AY CR OSS I NG MONR OE CUT R D S HOR T S E CR E S T IMPACTS AND DRIVEWAY TIES ALSO BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. FINAL DRIVEWAY LOCATIONS WILL 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 ( NC 200 ) B L VD DI CK E R S ON 13100 6900 11500 10300 25700 18400 54300 48900 CUT R D S E CR E S T S HOR T DR I V E W AY CR OSS I NG MONR OE R O L L I NG HI L L S DR R O L AND DR R OUND T A B LER D L AN C EL O TD R W I LL I A M S R D HA N O V E R D R K I NG A R T HUR DR L I CK BR A NCH L I CK B R ANCH L I CK BR ANCH ( S R 1 2 2 3 ) DI CK E R S O N B L VD CR EE K T R I B UT A R Y S T E W A R T S ( S R 1 50 1 ) S E C R E S T S HOR T C U T R D M ON R O ECR O SS I NG M ON R O ES HO PP I NG C E N TE R W A L - M A R T L O W E ' S B U I C K G M C G R I FF I N -L- POT 224+63.43 END CONSTRUCTION END TIP PROJECT U-5931 -L- POT 207+80.00 BEGIN TIP PROJECT U-5931 END TIP PROJECT U-5764 74 200

PRELIMINARY PLANS LEGEND DO NOT USE FOR … · etal. equities llc, crossing monroe incorporated z.v. pate, co pany, inc. inves tment kimbrell's ... p s a t adt adt 2040 2016 us 74-l-600

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  • LEGEND

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    A. 1

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    AND UTILITY)CONSTRUCTION,

    PROPOSED EASEMENTS (DRAINAGE,

    EXISTING ROADWAY TO BE REMOVED

    PROPOSED ROADWAY

    EXISTING ROADWAY

    PROPOSED RIGHT OF WAY

    EXISTING RIGHT OF WAY (GIS)

    LAKES, RIVER, STREAMS AND PONDS

    PROPOSED RIGHT OF WAY

    PROPERTY LINES (GIS)

    EXISTING TRAFFIC SIGNAL

    PROPOSED TRAFFIC SIGNAL

    PROPOSED CONTROL OF ACCESS

    AND UTILITY)CONSTRUCTION,

    PROPOSED EASEMENTS (DRAINAGE,

    EXISTING ROADWAY TO BE REMOVED

    PROPOSED ROADWAY

    EXISTING ROADWAY

    PROPOSED RIGHT OF WAY

    EXISTING RIGHT OF WAY (GIS)

    LAKES, RIVER, STREAMS AND PONDS

    PROPOSED RIGHT OF WAY

    PROPERTY LINES (GIS)

    EXISTING TRAFFIC SIGNAL

    PROPOSED TRAFFIC SIGNAL

    PROPOSED CONTROL OF ACCESS

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    (ENGLISH)

    0' 50' 100'

    25'

    50'

    (ENGLISH)

    0' 50' 100'

    25'

    50'

    HENRY B. SMITH, JR.BRUCE H. GRIFFIN, JR., AND

    TY-PAR REALTY, INC., BRUCE H. GRIFFIN, SR.,

    2761 ROLLING HILLS, LLC

    CHICK-FIL-A, INC.

    L. CARLTON TYSON

    PMS ENTERPRISES

    APRIL COLLINSAND WIFE,

    J. BRENT COLLINS

    ENTERPRISES, LTD.MYERS FAMILY

    SANGITA K. PATELAND WIFE,

    KAUSHIK B. PATEL

    FOR HUMANITY, INC.COUNTY HABITAT UNION-ANSON

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    CLARA E. HANLEYAND WIFE,

    RAYMOND F. HANLEY

    ADNAN NASRALLAHAND WIFE,

    ZIAD A. NASRALLAH

    ATLANTIC SKYLINE INVESTMENT, LLC

    CVS 3593 NC, LLC

    MSG COMMERCIAL PROPERTIES, LLC

    FERNIEHIRST, LLC

    ESTATE HOLDINGS, LLCFIRST CHARTER REAL

    LLCPROPERTIES,

    HALLE

    RESTAURANTS, INC.SHOWMARS

    CMAC PROPERTIES 212, LLC

    PB H PG 311HOME CENTERS, INC

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    BHOLENATH, INC.

    FRANCIS LLC

    CALLAWAY PLAZA ASSOCIATES, LTD.MC JETTON, LLC AND

    R & M PROPERTIES

    VINSON ENTERPRISES, INC.

    TYSON CENTER, LLC

    APARTMENTS, LLCEAST BROADWAY

    CONNELL FAMILY PROPERTIES, LLC

    ADVERSTISING, INC.ADAMS OUTDOOR

    TY-PAR, INC.

    API MONROE, LLC

    DEVELOPERS, LLCCHERRY LOG

    FAMILY LLCFRANCIS SIMPSON

    MABEL H. BIVENS, A AND

    J.W. BIVENS, JR., A

    BUSINESS TRUSTESTATE

    WAL-MART REAL

    ET AL.EQUITIES LLC,

    MONROE CROSSING

    PIZZA HUTS, INC.CAROLINA ET AL.

    EQUITIES LLC,MONROE CROSSING

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    PROPERTIES, LLCXIAO EAST COAST

    OF AMERICA, INC.TACO BELL

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    OF MONROEBELK BROTHERS

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    MONROE PROPERTIES, INC.

    ET AL.EQUITIES LLC,

    CROSSING MONROE

    INCORPORATEDZ.V. PATE,

    COMPANY, INC.INVESTMENT KIMBRELL'S

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    INVESTMENTS, INC.E & E

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    INVESTMENTS, INC.BAM

    HOSPITALITY, LLCSHRI VASUDEV

    REALTY GROUP, LLCPENNINGTON

    ASSOCIATESPLAYER FAMILY

    SREE-TBM-MONROE, LLC

    TY-PAR REALTY, INC.

    TY-PAR REALTY, INC.

    TY-PAR REALTY, INC.

    REALTY, INC.TY-PAR

    INC.KARMART,

    GROUP II, LLC. PROPERTY CAMBRIDGE

    FUND 8, LLCBOND STREET

    SHRI KRISHNA, INC.

    CITY OF MONROE

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    OF NORTH CAROLINANATIONAL BANK

    FIRST UNION

    PROPERTIES, LLCCISA COMMERCIAL

    ADDIE NANCE WITMOREAND WIFE,

    JAMES CLYDE WITMORE

    GROUP FENIX, INC.

    JANICE M. MORRISONAND WIFE,

    ROBERT M. MORRISON CENTER, LLCTOWN SQUARE

    CENTER, LLCTOWN SQUARE

    ISH K. CHOPRA

    J J & H INVESTMENTS, LLC

    HUMPHRIES, JR.HERBERT B.

    CREDIT UNIONSTATE EMPLOYEES

    RUTH GORDONFRED M. GORDON AND WIFE,

    ADDIE NANCE WITMOREAND WIFE,

    JAMES CLYDE WITMORE

    EVELYN B. BROOMEAND WIFE,

    KENNETH E. BROOME

    LOWE'S HOME CENTER INC #88

    SECRESTGRETTA ANN SECREST AND

    JOSH MARION

    ANN SECRESTAND GRETTA

    SECREST JOSH MARION

    DEVELOPERSPARTNERS WESTSIDE

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    LLCINVESTMENTS,

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    WINCHESTER HELMSDONNA L. AND WIFE,

    HELMS RICHARD K.

    RUSHINGRON R.

    ANDHILL,

    SYBILC. AND WIFE, ROY H. HILL

    PROPERTYMISSING

    PROPERTIES, LLCMVM CROOK

    COUNTRY CLUB, INC.ROLLING HILLS

    DESIGN DATA

    Max Superelev.Design Speed Functional Class.

    ===

    DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

    0.0460/50 MPHPRINCIPAL ARTERIAL

    DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

    DESIGN DATA

    Max Superelev.Design Speed Functional Class.

    ===

    0.0460/50 MPHPRINCIPAL ARTERIAL

    ISLANDS, SIDEWALKS, CURB AND GUTTERPROPOSED STRUCTURES, RETAINING WALLS,

    ISLANDS, SIDEWALKS, CURB AND GUTTERPROPOSED STRUCTURES, RETAINING WALLS,

    TYPICAL SECTION NO. 2

    VAR.

    3:1 MAX

    3:1 M

    AX

    GROUNDORIGINAL

    GROUNDORIGINAL

    5'-0" 3'-6"1'-6"

    10'-0"

    0.02VAR.

    3:1 M

    AX

    3:1 MAX

    GROUNDORIGINAL

    GROUNDORIGINAL

    5'-0" 1'-6"

    10'-0"

    0.02

    6"

    12'-0"12'-0"12'-0" 12'-0"12'-0"12'-0"

    GRADE

    POINT

    10' TO 12'

    VARIES FROM

    8' TO 10'

    VARIES FROM

    0.020 0.020

    15'-0" 15'-0"

    2' 2'

    -L- US 74

    CL

    ROW ROW

    ROW - 68' MIN. ROW - 68' MIN.

    5' SIDEWALK 5' SIDEWALK

    FOWLER SEACREST RD TO EAST OF SECREST SHORT CUT

    SIX LANE SYNCHRONIZED STREET

    GRADE TO THIS LINE GRADE TO THIS LINE

    HIN

    GE P

    OIN

    T

    FO

    R FIL

    LS

    HIN

    GE P

    OIN

    T

    -L- US 74

    10' TO 12'

    VARIES FROM

    8' TO 10'

    VARIES FROM

    VARIES

    2' TYP.2' TYP.

    VARIES

    FDPS

    4:1

    SLOPEVARIABLE

    3:1

    FDPS

    4:1 FO

    R C

    UTS

    6:14:1

    2:1

    SLOPEVARIABLE

    TYPICAL SECTION NO. 1

    5:1 5:1

    0.02 0.08 0.020.02

    GRADE

    POINT

    0.08 0.02

    FDPS FDPS

    12'12' 18'12' 12'12' 15' 6' 10'

    10'

    12'

    4'

    10'

    12'

    4'

    8'

    4'

    18' 12'

    8'

    4'

    30'

    0.020.02

    GRADE

    POINT

    5'

    MIN.

    5'

    MIN.

    FILL ROW - 101' MIN.

    ROW ROW

    CUT ROW - 102' MIN.

    CL

    ROCKY RIVER RD TO FOWLER SEACREST RD

    SIX LANE SYNCHRONIZED STREET

    F

    F F F

    F CF

    F

    F

    F

    F

    F

    F CF

    F

    F

    F

    CC

    F

    F FF

    F

    F F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    FF

    F

    F F F

    F

    C

    F

    C C

    FF

    F

    FF

    F

    F

    F

    F

    F F

    F F

    F

    F F

    F

    F

    F F CC

    C

    C

    C

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    FFF

    F

    F

    C

    C

    C

    C

    36'

    30'

    36'

    36'

    30'

    36'

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    1300

    900

    1100

    900

    48500

    39800

    49100

    39400

    1700

    11001300

    1500

    2800

    2200

    3400

    3000

    ROUND TABLE RD & ROLAND DRINTERSECTION OF US 74 (-L-) &

    TA

    BLE R

    DR

    OU

    ND

    RO

    LA

    ND

    DR

    ADT

    ADT

    2040

    2016

    DRIVEWAYSHOPS AT NOTTINHAM PARK

    INTERSECTION OF US 74 (-L-) &

    -L-US 74

    600

    500

    300

    100

    49400

    39800

    900

    600

    49100

    39400

    DRIV

    EW

    AY

    NO

    TTIN

    HA

    M

    PA

    RK

    SH

    OPS

    AT

    ADT

    ADT

    2040

    2016

    -L-US 74

    600

    600

    300

    300

    49700

    40100

    900

    900

    49400

    39800

    ADT

    ADT

    2040

    2016

    -L-US 74

    200

    200

    300

    300

    49600

    40000

    500

    500

    49700

    40100

    DRIVEWAYROOSEVELT SHOPPING CENTER

    INTERSECTION OF US 74 (-L-) &

    CE

    NTER

    DRIV

    EW

    AY

    RO

    OSE

    VELT S

    HO

    PPIN

    G

    CENTER DRIVEWAYMONROE CORNERS SHOPPING

    INTERSECTION OF US 74 (-L-) &

    DRIV

    EW

    AY

    SH

    OPPIN

    G

    CE

    NTER

    MO

    NR

    OE C

    OR

    NERS

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    1000

    1000

    2300

    2300

    49600

    40000

    49400

    38900

    2800

    13001700

    1100

    4400

    4400

    5600

    3500

    WAL-MART DRIVEWAY & WILLIAMS RDINTERSECTION OF US 74 (-L-) &

    DRIV

    EW

    AY

    WA

    L-

    MA

    RT

    WIL

    LIA

    MS R

    D

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    600

    600

    500

    500

    49400

    38900

    49500

    39000

    1100

    1100

    WAL-MART DRIVEWAY INTERSECTION OF US 74 (-L-) &

    DRIV

    EW

    AY

    WA

    L-

    MA

    RT

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    7100

    7200

    1100

    800

    49500

    39000

    55200

    44700

    2900

    12003200

    1900

    9600

    9600

    7500

    4700

    DRIV

    EW

    AY

    WA

    L-

    MA

    RT

    WIL

    LIA

    MS R

    D

    LOWE'S DRIVEWAY & HANOVER DRINTERSECTION OF US 74 (-L-) &

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    200

    200

    200

    200

    55200

    44700

    55800

    45300

    1000

    1000400

    400

    400

    400

    1600

    1400

    DRIV

    EW

    AY

    WA

    L-

    MA

    RT

    WIL

    LIA

    MS R

    D

    BOJANGLES' DRIVEWAYTYSON CENTER DRIVEWAY &

    INTERSECTION OF US 74 (-L-) &

    ADT

    ADT

    2040

    2016

    -L-US 74

    500

    500

    300

    300

    56000

    45500

    800

    800

    55800

    45300

    UNION SQUARE DRIVEWAYINTERSECTION OF US 74 (-L-) &

    DRIV

    EW

    AY

    UNIO

    N

    SQ

    UA

    RE

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    400

    400

    100

    100

    56000

    45500

    56700

    46200

    700

    600200

    200

    500

    500

    800

    800

    DRIV

    EW

    AY

    ZA

    XB

    Y'S

    DRIV

    EW

    AY

    UNIO

    N

    SQ

    UA

    RE

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    300

    300

    1200

    1100

    56700

    46200

    54200

    48800

    2600

    2600

    DICKERSON BLVD (NC 200)MONROE SHOPPING CENTER & INTERSECTION OF US 74 (-L-) &

    UNION SQUARE DRIVEWAYZAXBY'S DRIVEWAY &

    INTERSECTION OF US 74 (-L-) &

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    200

    200

    100

    100

    54200

    48800

    300

    300

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    100

    100

    100

    100

    55900

    49700

    53200

    47800

    600

    6001700

    1700

    200

    200

    2300

    2300

    MONROE SHOPPING CENTER INTERSECTION OF US 74 (-L-) &

    MONROE CROSSING DRIVEWAY MONROE SHOPPING CENTER & INTERSECTION OF US 74 (-L-) &

    ADT

    ADT

    -L-

    2040

    2016

    US 74

    6800

    6000

    2100

    1300

    53200

    47800

    59300

    53900

    2000

    2000600

    600

    9900

    8300

    3600

    3600

    CROSSING DRIVEWAY SECREST SHORT CUT RD & MONROE

    INTERSECTION OF US 74 (-L-) &

    ADT

    ADT

    -L-

    2040

    2016

    US 7459300

    53900

    58100

    53700

    1500

    13002700

    1500

    4200

    2800

    SECREST SHORT CUT RDINTERSECTION OF US 74 (-L-) &

    900

    800

    56700

    50400

    900

    800

    CE

    NTER

    SH

    OPPIN

    GM

    ON

    RO

    E

    CE

    NTER

    SH

    OPPIN

    GM

    ON

    RO

    E

    CE

    NTER

    SH

    OPPIN

    GM

    ON

    RO

    E

    DRIV

    EW

    AY

    CR

    OSSIN

    GM

    ON

    RO

    E

    CU

    T R

    DS

    HO

    RT

    SEC

    REST

    IMPACTS AND DRIVEWAY TIES

    ALSO BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS.USING FINAL GROUND SURVEYS. FINAL DRIVEWAY LOCATIONS WILL

    DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLEPRELIMINARY 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

    (NC 200)

    BLV

    D

    DIC

    KERS

    ON

    13100

    6900

    11500

    10300

    25700

    18400

    54300

    48900

    CU

    T R

    DSEC

    REST S

    HO

    RT

    DRIV

    EW

    AY

    CR

    OSSIN

    GM

    ON

    RO

    E

    ROLLIN

    G

    HILLS D

    R

    RO

    LA

    ND

    DR

    ROUND TABLE RD

    LANCELO

    T DR

    WILLIA

    MS R

    D

    HANOVER DR

    KIN

    G

    ARTH

    UR

    DR

    LIC

    K BRA

    NC

    H

    LICK BRAN

    CH

    LIC

    K

    BR

    AN

    CH

    (SR 12

    23)

    DIC

    KERS

    ON

    BLV

    D

    CREEK TRIB

    UTA

    RY

    STE

    WA

    RTS

    (SR 1501)

    SECREST SHO

    RT CUT RD

    MONROE CROSSING

    MONROE SHOPPING CENTER

    WAL-MART

    LOWE'S

    BUICK GMCGRIFFIN

    -L- POT 224+63.43

    END CONSTRUCTION

    END TIP PROJECT U-5931

    -L- POT 207+80.00

    BEGIN TIP PROJECT U-5931

    END TIP PROJECT U-5764

    74

    200