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LEGEND LEGEND S T A . 75 + 50 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 C C F F C C C C F C C F F C 10 15 20 25 30 35 40 45 50 55 60 65 70 75 R W C A R W C A R W R W R W R W R W C A R W R W R W C A C A S H EET 1 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 S H EE T 1 O F 3 UNI ON C OUNT Y P U B L I C M E ET 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 S H EE T 1 O F 3 UNI ON C OUNT Y P U B L I C M E ET 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 9 31 T I P P R OJ E C T S : U - 576 4 & U - 5931 T I P P R O J E C T S : U - 5 7 6 4 & U - 59 3 1 (ENGLISH) (ENGLISH) 0' 50' 100' 25' 50' 0' 50' 100' 25' 50' L P L D E V EL O P M E N T , LL C . D I AN EL YNN V I N C I T HO M A SJ . V I N C I AND W I F E , C O M M UN I T Y , I N C . UN I ON C OUN T Y R ET I R E M E N T S OU T H C E N T R A L O I L C O ., I N C . R O S A T . L YN C H AND W I F E , HA R O L D O R V I LLEL YN C H , S R . SP OU S E , P A M EL A K . G I LL R O B E R TLEEG I LL AND SPOUSE, PAMELA K. GILL ROBERT LEE GILL AND A SS O C I C A TE S , L . P . B E R R Y M OUN T A I N A SS O CI CA T E S , L . P . B E R R Y M OUNT A I N AND TERESA RIOS NICANOR V. CORTEZ CLAYBORNE MARGARET H. S AND R A G LE N I NV E S T M E N T S , I N C . M C DONA L D M CC AU LE Y & RR / 74 , LL C P R O P E R T I E S , I N C . M ON R O E P I E D M ON T , I N C O FT H ES OU T H E R N GOOD W I LL I NDU S T R I E S L O T U S 2730 , LL C R O B E R TW . GA RR I S ON ADV E R T I S I NG , I N C . ADA M SOU T DOO R S E AG R AV E SII I J A M E SAN T HONY AND HU S B AND , V I O L A S E AG R AV E S M A R T I N - M A R I ETT A C O R P O R A T I ON V I LL AG ES Q . I & II , LL C RR / 74 , LL C B ETT Y B AU C O M BR A S W ELL AND W I F E , J A M E SR O B E R TBR A S W ELL AND T R U S TC O . AN S ON B ANK GOO S ECR EE K HO L D I NG S , LL C H EL M SA SS O C I A TE S , LL C . P R O P E R T I E S B & G M ON R O E B M A M ON R O EIII A P A R T M E N T S , LL C C O M P ANY L P C & H I NV E S T M E N T G R OU P , LL C . D & B R E A LT Y G R I FF I N GA RR I S ON M A R T HA A SS O C I A TE S , LL C . H EL M S M ON R O EP R O P E R T I E S , I N C . E N TE R P R I S E S , I N C . S W EETUN I ON S HAHNA Z KHA L I Q , LL C . M OHA MM E D & T HO M A SJ . W I LL I A M S AND HU S B AND , H ELE N H . W I LL I A M S H E N R Y G HA M I LT ON R E A LT Y , I N C . T Y S ON P O LL Y D I AN EM C A TEE R AND W I F E , H . B OYD M C A TEE R T R U S T R E VO C A B LE SP E N C E P R O P E R T I E S , LL C ASH STANFORD GRADY & MONICA TERRY WARREN ELLISE THOMAS J. WILLIAMS HELEN H. WILLIAMS AND HUSBAND, THOMAS J. WILLIAMS AND HUSBAND, HELEN H. WILLIAMS AUTOMOTIVE, INC. O'REILLY C C C F F C C C C F F C C F C C DESIGN DATA Max Superelev. Design Speed Functional Class. = = = DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0.04 60/50 MPH PRINCIPAL ARTERIAL 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, ROCKY RIVER RD TO FOWLER SEACREST RD 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 G R A D ET O T H I SL I N E G R A D ET O T H I SL I N E HI NGE P OI NT F OR F LL S HI NGE P OI NT -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 SIX LANE SYNCHRONIZED STREET SIX LANE SYNCHRONIZED STREET C C F C F F C C F F F C C C C C C C F F C C C C C 46 ' 46 ' 46 ' 35 ' 46 ' 35 ' ADT ADT -L- 2040 2016 US 74 5900 3100 2400 2200 R I V E R R D NOR T H R OCKY NORTH ROCKY RIVER RD INTERSECTION OF US 74 (-L-) & R I V E R R D NOR T H R OCKY 11900 8900 43600 39700 45300 37400 3700 2000 5500 5200 12800 10800 ADT ADT -L- 2040 2016 US 74 100 100 300 200 45100 37300 BLACK'S TIRE DRIVEWAY INTERSECTION OF US 74 (-L-) & DR I V E W AY B L ACK ' S T I R E 400 300 45300 37400 ADT ADT -L- 2040 2016 US 74 400 400 500 500 45000 37200 900 900 45100 37300 WOODBROOK LN INTERSECTION OF US 74 (-L-) & L N W OODBR OOK ADT ADT -L- 2040 2016 US 74 100 100 300 200 45400 41400 45300 37500 800 600 300 200 400 300 K E MPS AR L N AV E W I L S ON 1100 800 KEMPSAR LN / WILSON AVE INTERSECTION OF US 74 (-L-) & ADT ADT -L- 2040 2016 US 74 400 300 400 300 45300 37500 800 600 45300 37500 PRUITT APARTMENTS DRIVEWAY INTERSECTION OF US 74 (-L-) & DR I V E W AY AP AR T ME NT S P R UI TT 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 S H I L OH C L U B R D J A ME S HA MI LT ON R D M Y E R SR D W OODB R OOK L N K E M P S A R L N S HADY L N S T E W A R T S CR E E K -L- POT 15+09.50 BEGIN CONSTRUCTION BEGIN TIP PROJECT U-5764 ( S R 15 1 4 ) N R O CKY R I V E R R D ( S R 1514 ) N R O CKY R I V E R R D W I L S ON A V E 74 74
