ALTERNATE B - SHEET 2 OF 2 · jonathan ashley embry rebecca g. embry (wf.) jonathan embry i n g r e...
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MATCH L I NE A MATCH L I NE A ALTERNATE B - SHEET 2 OF 2 0’ 200’ 400’ 100’ 0’ 200’ 400’ 100’ COUNTY OF ITEM NO. SHEET NO. MEADE KY 79 PROPOSED STA 1415+00 TO 1496+00 SCALE: 1"=100’ ALIGNMENT 60’ LEFT OF EXISTING 2% 2% 4% 4% 12’ 12’ 10’ 8’ 8’ 10’ 3’ 14’ MIN. 2’ 2 : 1 ( 0 ’ - 10 ’ ) 2 . 5 : 1 O V E R 1 0 ’ SHLDR. PAVED POINT GRADE SHLDR. PAVED 4 : 1 D E S I R A B L E 2 : 1 M I N I M U M 6 : 1 4 : 1 D E S I R A B L E ! NORMAL SECTION S T R A I G H T L I N E S L O P E 2 : 1 ( 0 ’ - 1 0 ’ ) 12’ 12’ SHLDR. 8’ PAVED POINT GRADE SHLDR. PAVED 3’ 10’ 10’ 14’ MIN. 2’ 4 : 1 D E S I R A B L E 6 : 1 8’ 4’ 2 . 5 : 1 OV E R 10 ’ ! 4’ 4 : 1 D E S I R A B L E 2 : 1 M I N I M U M SUPERELEVATED SECTION UTILITY COST R/W COST KY 79 COST ESTIMATE - ALTERNATE B CONSTRUCTION COST $4,496,589 TOTAL $1,538,079 $4,400,000 $10,434,668 PETROLEUM CO., INC. MIDWAY STEPHANIE KING CAROL J. LEE (WF.) GEORGE L. LEE ALICE CLARK JERRY MILES MARK P. MATTINGLY MARIA CROSIER PAUL BEGLEY ELIZABETH S. KING (WF.) HOWARD P. KING MARY H. FACKLER (WF.) CHARLES J. FACKLER TARA E. ELLINGTON TYLER P. McMAHAN ANTONIO J. FRENCH KELSI L. JENKINS TERRY THOMAS (HUSBAND) MARGUERITE E. THOMAS BETTY M. BARGER (WF.) RONALD L. BARGER DONALD S. BLAIR RHONDA L. BROWN TRUST WILMA M. CORNETT (WF.), CLAYTON D. CORNETT TRUST WILMA M. CORNETT (WF.), CLAYTON D. CORNETT REBECCA G. EMBRY (WF.) JONATHAN A. EMBRY TRUST WILMA M. CORNETT (WF.), CLAYTON D. CORNETT EMILY DOWELL (WF.) DARREN S. DOWELL JANET FAYE STULL (WF.) DAVID HOWARD STULL REBECCA G. EMBRY (WF.) JONATHAN A. EMBRY ROBERT KUPPER (HUSBAND) WHITNEY KUPPER GERALD L. MATTINGLY LARRY HARDESTY NA T HAN H I C K E R S ON ( HU S B AND ) S A M AN T HA H I C K E R S ON JOSEPH M. RAY J ON EL L DA I LEY ( WF. ) DA V I D B. DA I LEY LAWANNA DITTO (WF. ) JOHN L. DITTO STONE HOLDINGS, LLC SAUNDRA L. CARTER (WF.) HAROLD D. CARTER OF BRANDENBURG, INC B & B PROPERTIES SHIRLEY ROA EARL ROA MARK SMITH 45 P 46 P 47 P 48 P 49 P 50 P 51 P P 52 P 53 P 54 P 55 P 57 P 56 P 58 P 59 P 60 P 61 P 62 P 63 P 64 P 65 P 66 P 67 P 69 P 70 P 71 P 72 P 73 P 74 P 76 P 77 P 78 P 79 P 80 P 81 P 82 P 83 P 84 P 85 P 89 P ANGEL R. MEDLEY (WF.) J. CRAIG MEDLEY EDNA L. BROWN (WF.) JAMES D. BROWN MIDWAY VETERINARY CL WILLIAM R. BEVILL MARK MOODY (HUSBAND) LOIS MOODY KYLE KING 75 P E X I S T . R / W E X I S T . R / W E X I S T . R / W EXIST. R/W EXIST. R/W E X I S T . R / W E X I S T . R / W E X I S T . R / W E X I S T . R / W E X I S T . R / W EXIST. R/W EXIST. R/W 98 P E X I S T . R / W E X I S T . R / W E X I S T . R / W USED BY RUDD, BERRY & OGBURN 20’ ESMT. OWNED BY BROWN CAROL A. RUDD AMMERRITA THOMAS (WF.) EARNEST THOMAS (MARRIED) TERRY L. CUNDIFF REBECCA EMBRY (WF.) JONATHAN ASHLEY EMBRY REBECCA EMBRY (WF.) JONATHAN ASHLEY EMBRY REBECCA G. EMBRY (WF.) JONATHAN EMBRY I N G RESS / EG RESS ES MT . MONICA LIVERS BROWN (WF.) JAMES LARRY BROWN BROWN (WF.) Y BROWN CHRISTOPHER J. CORNELIUS (HUSB) MARY DENISE BROWN CORNELIUS RICHARD SCHERMERHORN (SON) HELEN BIGGS (SINGLE) CHRISTOPHER J. CORNELIUS (HUSB.) MARY DENISE BROWN CORNELIUS 48 P LISA K. BABB (WF.) JODIE D. BABB LISA K. BABB (WF.) JODIE BABB KY 79 GARAGE BRICK 2 CAR NO BASEMENT RES. BRICK/VINYL 1 STORY GARAGE GRAVEL GARAGE BARN GARAGE CONC. BLK 6085 5955 5925 5920 5904 5880 GARAGE FACED STONE 6200 GRAVE L W / B A S E M E N T B R I C K 3 S T O R Y KY79 C O R N ETT R OAD 6550 M O B I LE HO M E DOU B LE W I D E 6640 BL ACK TOP 6794 KY79 E & C T E & C T T T E & T E & C E & C T T E , T, & C E , T, & C 5828 E xi s t. 8 ’ x4 ’RCBC E xi s t. 3 0"Pi pe E xi s t. 1 8 "Pi pe W/ BASEMENT ALUMINUM SIDING 1 STORY R E S . A L U M I NU M 1 S T O R Y RES. ALUMINUM BRICK & 1 STORY SEPTIC 6545 R E S . A L U M I NU M 2 S T O R Y SEPTIC SEPTIC DRIVE GRAVEL 125 GARAGE SEPTIC CORNETT ROAD NO BASEMENT COLONIAL (VINYL) 2 STORY SEPTIC GAS 615 0 RES. W /BASEMENT STONE FACED 1 STORY SEPTIC SEPTIC BRICK 1 STORY GARAGE 2 CAR BARN SEPTIC W/ BASEMENT BRICK 1 STORY W/ BASEMENT RES. 2 STORY LATERALS 4 - 100’ SEPTIC SEPTIC BASEMENT W/ 1/2 1 STORY W/ BASEMENT VINYL 1 1/2 STORY SEPTIC SEPTIC W / B A S E M E N T 1 STORY SEPTIC SHED MACHINE W/ BASEMENT VINYL SIDING 1 STORY WELL 5600 5745 5695 W/ BASEMENT 2 STORY SEPTIC 5470 5364 NO BASEMENT BRICK 1 STORY SEPTIC CUL V. 3 ’ x4 ’BOX 15 " C M P 15 " RC P 18 "RCP 15 " C M P 18 " R C P 18 "RCP 2 4 "RCP 18 " C M P 15 " R C P 12" STEEL 1 5 " RC P 18 "RCP 24 "RCP 1 5 " C M P 15" RCP 18 "RCP 15" CMP 24 "RCP 18 " RC P 18 " RC P 18 " C M P 18" CMP 18 " V C 18" CMP WV WV WV WV WV WV WV WV FH WV WV WV K Y 26 1 / 703 - S A ND Y H I LL R O AD S ANDY H I LL R O AD K Y 1 2 3 9 - R I C HA R D S O K Y 1 44 - MI D W A Y R O A D KY 1726 - DOO LE Y R OAD M ATC H L I N E - S TA . 4 91 + 0 0 4 9 1 +0 0 N 1011’22" E 488 + 00 4 89+ 00 49 0 + 00 IP 18"RCP 18" CMP 18" CMP Gravel Gravel 649.26 O.E. = 650.20 I.E. = Disturb Limits D i s t u r b L i mit s Proposed R/W Ex. KY 79 ! 25’ 25’ Existing R/W Existing R/W & Proposed R/W 11’ 11’ 45 mp h 6 00 ’ P o s t C on s t r u c t i on L a n e T a p e r P a i n t e d F l u s h Me d i a n BEGIN SURFACING STA. 487+50 - D i s t u r b L i mi t s 2 ’ F . B .S p ec .D t . 2’ F.B. Spec. Dt. D i s t u r b L i mi t s ! Proposed KY 79 8" Water Main BEGIN CONSTRUCTION STA. 487+25 - By Others Future KY 79 Design 4:1 + 00 6’ 17’ 25’ 3 5 mph 60 0 ’ P o s t C o n s t r u c t i o n P a i n t e d L a n e T a p e r Existing R/W Existing R/W Proposed R/ W ( Safel oad) Asphalt Overlay Ex. 15’ Water Line Esmt. 1 P Ex. 15’ Utility Esmt. Ex. 15’ Utility Esmt. DB. 608 Pg. 329 Claire Barnett (wife) Justin Barnett Plat Cabinet 7, Slide 241 Raymond Earl Brown Subdivision Parcel 3 Parcel 2 DB. 606 Pg. 288 Angel R. Medley (married) J. Craig Medley D.B. 509 Pg. 406 (Water Line Esmt.) DB. 109 Pg. 155 DB. 100 Pg. 43 Shirley Miles (wife) Jerry Miles M A TC H LI N E - S T A. 4 91 + 00 MATCHLI NE - STA. 497+00 52 +00 4 92 + 00 493 +0 0 4 9 4+0 0 495+00 496+00 497+00 40 Skew Lt. to Local Tangent B Culvert Situation Sta. 50+00.00 KY 79 ! Sta. 494+47.00 = L PT 495+93. 57 PI 494+07. 17 P C 4 92 + 2 0 . 75 4 8 +00 50+00 49 +00 51 +00 N 1011’22" E N 1115’27" E WW WW SIGN WW SI GN WW S I GN S I GN IP I P 64 0 640 640 640 6 4 0 640 640 640 634.35 O.E. = 24 " RCP 635.31 O.E. = FH 635.41 I.E. = 636.95 I.E. = 24"CMP 3 WV’s 18" Pine 3" Ornamental 26" Pine C. P. 1 063 RCBC Ex. 8’ x4’ C. P. 10 36" Tree D i s t u r b L i mi t s D i s t u r b L i mi t s Existing R/W Disturb Limits e = NC E = 0.87’ R = 20000.00’ L = 372.82’ T = 186.41’ Delta = 104’05" Rt. PI Sta. 494+07.17 KY 79 Curve Data 2’ F.B. Spec. Dt. Curb Header Std. Existing R/W D i s t u r b L i mit s 25’ 25’ Ex. KY 79 ! Existing R/W Existing R/W 11’ 11’ 12’ Disturb Limits 11’ 11’ P a i n t e d F l u s h Me d i a n 8" Water Main 2 ’ F . B . S p e c .D t . 11’ 12’ 11’ +50 +50 45 mph 60 0 ’ P o s t C on s t r u c ti o n L a n e T a p e r 10’ Shoulder (8’ Paved) Variable Width Paved Shoulder 25’ +50 150 ’ S hou l d e r T a p e r 25’ 17’ 35 mp h 6 0 0 ’ P o s t C o n s t r u c ti on P a i n t e d L a n e T a p e r 44.11’ +95.74 Proposed KY 79 F u t u r e S i d e wa l k ( B y O t h e r s ) F u t u r e S i d e wa l k ( B y O t h e r s ) S t d . C u r b & G u tt e r ( Mod . ) Grain" Food & "Blevins Building Metal 5240 Tank Location Approx. Septic LTDHD Gravel Ri pr ap 4E 1T 2C Aggregate Ex. 15’ Water Line Esmt. 8" Water Main 2 P 1 P 3 P Ex. 15’ Utility Esmt. Parcel 4 Ex. 10’ Utility Esmt. Plat Cabinet 7, Slide 241 Raymond Earl Brown Subdivision (Misc. Bk. 7, Page 697) Water Well Agreement DB. 429 Pg. 626 Edna L. Brown (wife) James D. Brown D.B. 509 Pg. 406 (Water Line Esmt.) DB. 109 Pg. 155 DB. 100 Pg. 43 Shirley Miles (wife) Jerry Miles MB. 724 Pg. 424 DB. 597 Pg. 409 DB. 596 Pg. 417 Kyle King (married) 4 9 1 +0 0 1 8 "PI PE 18 "PI PE 2 4 "PI PE 18 "PI PE 24 "PI PE 18 "PI PE 24 "PI PE 18 " P I P E 1 8 " P I P E WV WV WV WV WV WV WV 1415 +00 1420+00 1 4 2 5 +00 1 4 3 0+00 1 4 3 5 +00 1 440+00 14 45 +00 145 0+00 14 55 +00 146 0 +00 1465 +00 14 7 0 + 00 1475 + 00 1480+00 1485 +00 1490+00 14 9 5 +00 1 500+00 1505 +00 PC 1 4 1 5 +9 7 . 08 PT 1421 +21 . 48 PC 1457 +35 . 13 PT 1460 +07 . 06 P C 1 4 82 +48 . 70 PT 1485 +64 . 7 5 PC 1487 +50. 84 PT 14 9 0 +65 . 2 2 P C 1491 +7 8 . 85 PT 1495 +51 . 37 PI 1506 +33 . 92 P I 1 4 1 8 + 63 . 53 P I 1 4 58 + 71 . 11 P I 1484 + 06 . 81 P I 1489 + 08 . 11 P I 1 493 + 65 . 1 2 N 33 07 ’ 38 " E N 8 05 ’ 19 " E N 1011’24" E N 11 15 ’ 26 " E E = 29 . 2 3 ’ R = 120 0 . 0 0 ’ L = 524 . 4 1 ’ T = 2 66 . 46 ’ D e lt a = 2 5 0 2 ’ 1 9 " N 8 05 ’ 19 " E E = 1 . 23 ’ R = 7 500 . 00 ’ L = 2 71 . 9 3 ’ T = 135 . 98 ’ D e l t a = 2 04 ’ 3 9 " N 1009’58" E E = 3 . 12 ’ R = 4000 . 00 ’ L = 316 . 05 ’ T = 158 . 11 ’ D e lt a = 4 31 ’ 38 " N 1 4 4 1 ’ 36 " E E = 3 . 09 ’ R = 4000 . 00 ’ L = 314 . 38 ’ T = 157 . 27 ’ D e lt a = 4 30 ’ 12 " E = 0 . 8 7 ’ R = 2 0 0 00 . 0 0 ’ L = 3 7 2 . 5 2 ’ T = 1 8 6 . 2 7 ’ D e lt a = 1 04 ’ 0 2 " N 11 15 ’ 26 " E N 30 37 ’ 03 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C PROP. R/W P R O P . R / W P R O P . R / W P R O P . R / W P R O P . R / W P R O P . R / W 90’ +00 70’ +00 70’ +00 90’ +00 60’ +00 60’ +00 75’ +00 75’ +20 75’ +00 40’ 8+25 40’ 8+25 70’ +00 65’ +00 65’ +00 100’ +50 90’ +50 50’ +50 75’ +35.13 95’ +00 60’ +00 60’ +50 75’ +00 75’ +00 65’ +00 65’ +00 70’ +35 50’ 8+00 50’ 5+40 65’ +00 75’ +48.70 75’ +00 85’ +25.96 85’ +55.25 40’ 72+85 40’ 72+85 40’ 41+30 85’ +35 63.09’ 41+75 85’ +17.94 80’ +47.08 65’ +00 5 9 . 06 ’ + 0 2 . 84 P R O P . R / W T . E. T . E. T.E. T.E. T.E. T.E. T.E. T.E. T.E. T.E. T . E . T . E . 24.23’ 72+85 15.77’ 72+85 14.70’ 8+25 15.30’ 8+25 T . E . 25.59’ 5+40 T . E . T.E 50’ 5+40 12.39’ 5+40 1415+00 1416+00 1417+00 1418+00 1419+00 1420+00 1421+00 1422+00 1423+00 1424+00 1425+00 1426+00 1427+00 1428+00 1429+00 1430+00 1431+00 1432+00 1433+00 1434+00 1435+00 1436+00 1437+00 1438+00 1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 1451+00 1452+00 1453+00 1454+00 1455+00 1456+00 1457+00 1458+00 1459+00 1460+00 1461+00 1462+00 1463+00 1464+00 1465+00 1466+00 1467+00 1468+00 1469+00 1470+00 1471+00 1472+00 1473+00 1474+00 1475+00 1476+00 1477+00 1478+00 1479+00 1480+00 1481+00 1482+00 1483+00 1484+00 1485+00 1486+00 1487+00 1488+00 1489+00 1490+00 1491+00 1492+00 1493+00 1494+00 1495+00 1496+00 1497+00 1498+00 1499+00 1500+00 1501+00 1502+00 1503+00 1504+00 1505+00 1506+00 1507+00 PVC 1417 +00. 00 E l ev 705 . 67 VPI 1420+00. 00 ELE V 718 . 90’ H I 1422 +10. 31 E l ev 716 . 92 PVT 1423 +00. 00 E l ev 716 . 58 PVC 1425 +50. 00 E l ev 714 . 64 VPI 1428 +00. 00 ELE V 712 . 70’ PVT 1430+50. 00 E l ev 701 . 47 PVC 1432 +50. 00 E l ev 692 . 49 VPI 1433 +50. 00 ELE V 688 . 00’ PVT 1434 +50. 00 E l ev 686 . 00 PVC 1436 +50. 00 E l ev 682 . 00 L O 1438 +82 . 65 E l ev 679 . 67 VPI 1439 +50. 00 ELE V 676 . 00’ PVT 1442 +50. 00 E l ev 685 . 47 PVC 1448 +00. 00 E l ev 702 . 84 VPI 1449 +00. 00 ELE V 706 . 00’ PVT 1450+00. 00 E l ev 709 . 20 PVC 1455 +50. 00 E l ev 726 . 80 VPI 1459 +00. 00 ELE V 738 . 00’ H I 1459 +56 . 70 E l ev 733 . 31 PVT 1462 +50. 00 E l ev 729 . 92 PVC 1464 +50. 00 E l ev 725 . 31 VPI 1465 +50. 00 ELE V 723 . 00’ PVT 1466 +50. 00 E l ev 722 . 40 PVC 1468 +00. 00 E l ev 721 . 50 VPI 1470+50. 00 ELE V 720. 00’ PVT 1473 +00. 00 E l ev 708 . 54 PVC 1475 +00. 00 E l ev 699 . 38 VPI 1476 +50. 00 ELE V 692 . 50’ PVT 1478 +00. 00 E l ev 687 . 85 PVC 1481 +00. 00 E l ev 678 . 55 VPI 1481 +50. 00 ELE V 677 . 00’ PVT 1482 +00. 00 E l ev 675 . 12 PVC 1489 +01 . 55 E l ev 648 . 78 VPI 1492 +01 . 55 ELE V 637 . 51 ’ L O 1494 +05 . 27 E l ev 639 . 32 PVT 1495 +01 . 55 E l ev 639 . 67 VPI 1500+55 . 92 ELE V 643 . 65 ’ - 0 . 78 % - 4 . 49 % - 2 . 00 % 3 . 16 % 3 . 20 % - 2 . 31 % - 0 . 60 % - 4 . 58 % - 3 . 10 % - 3 . 7 6 % 0 . 72 % 600.00’ V.C. NPSD = 500’ 500.00’ V.C. NPSD = 540’ 200.00’ V.C. HLSD = 606’ 600.00’ V.C. HLSD = 500’ 200.00’ V.C. HLSD = 16739’ 700.00’ V.C. NPSD = 524’ 200.00’ V.C. HLSD = 503’ 500.00’ V.C. NPSD = 521’ 300.00’ V.C. HLSD = 808’ 100.00’ V.C. NPSD = 1697’ 600.00’ V.C. HLSD = 565’ 685 . 9 690. 9 698 . 4 706. 6 713 . 4 718 . 9 723 . 0 724 . 7 718 . 6 717 . 7 717 . 6 716. 2 709 . 4 705 . 7 706. 7 701 . 5 694 . 1 687 . 4 681 . 5 679 . 8 686. 3 683 . 6 680. 8 676. 1 676. 8 674 . 1 678 . 5 683 . 2 682 . 5 687 . 1 692 . 5 695 . 3 700. 0 703 . 9 706. 7 709 . 9 710. 7 707 . 8 710. 3 709 . 6 715 . 7 723 . 7 731 . 5 737 . 7 740. 6 738 . 1 732 . 5 726. 6 723 . 8 718 . 7 713 . 4 714 . 8 717 . 4 720. 3 722 . 1 721 . 9 721 . 3 716. 2 707 . 9 700. 1 697 . 9 694 . 0 690. 1 687 . 1 685 . 1 681 . 2 681 . 1 678 . 6 672 . 9 665 . 5 661 . 8 656. 3 653 . 6 650. 6 648 . 7 646. 5 643 . 0 641 . 5 640. 1 639 . 5 640. 7 640. 0 640. 6 641 . 6 642 . 5 643 . 1 642 . 6 641 . 9 640. 9 639 . 7 638 . 4 638 . 4 636. 6 696. 85 701 . 26 705 . 67 709 . 65 712 . 76 715 . 01 716. 40 716. 92 716. 58 715 . 80 715 . 03 714 . 16 712 . 64 710. 38 707 . 37 703 . 63 699 . 23 694 . 74 690. 40 687 . 16 685 . 00 683 . 00 681 . 11 679 . 97 679 . 69 680. 27 681 . 70 684 . 00 687 . 05 690. 21 693 . 37 696. 53 699 . 68 702 . 84 706. 01 709 . 20 712 . 40 715 . 60 718 . 80 722 . 00 725 . 20 728 . 30 730. 71 732 . 34 733 . 18 733 . 23 732 . 50 730. 98 728 . 77 726. 46 724 . 26 722 . 81 722 . 10 721 . 50 720. 50 718 . 71 716. 12 712 . 73 708 . 54 703 . 96 699 . 38 695 . 04 691 . 20 687 . 85 684 . 75 681 . 65 678 . 55 675 . 12 671 . 37 667 . 61 663 . 86 660. 10 656. 35 652 . 59 648 . 84 645 . 44 642 . 79 640. 89 639 . 73 639 . 32 639 . 66 640. 37 641 . 09 641 . 81 642 . 53 643 . 24 620 630 640 650 660 670 680 690 700 710 720 730 740 750 620 630 640 650 660 670 680 690 700 710 720 730 740 750
Transcript of ALTERNATE B - SHEET 2 OF 2 · jonathan ashley embry rebecca g. embry (wf.) jonathan embry i n g r e...
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ALTERNATE B - SHEET 2 OF 2
0’ 200’ 400’100’
0’ 200’ 400’100’
COUNTY OF ITEM NO. SHEET NO.
MEADE
KY 79 PROPOSED
STA 1415+00 TO 1496+00 SCALE: 1"=100’
ALIGNMENT 60’ LEFT OF EXISTING
2%2%4% 4%
12’ 12’ 10’
8’8’
10’
3’
14’ MIN.
2’
2:1 (
0’-10’)
2.5:
1 OVER
10’SHLDR.
PAVEDPOINT
GRADE
SHLDR.
PAVED
4:1 DESI
RABLE
2:1 MINIM
UM
6:1
4:1 DESI
RABLE
!
NORMAL SECTIONSTRAIGHT LINE SLOPE
2:1 (
0’-10’)
12’ 12’
SHLDR.
8’ PAVED
POINT
GRADE
SHLDR.
PAVED
3’
10’ 10’ 14’ MIN.2’
4:1 DESI
RABLE6:1
8’
4’
2.5:
1 OVER
10’
!
4’
4:1 DESI
RABLE
2:1 MINIM
UM
SUPERELEVATED SECTION
UTILITY COSTR/W COST
KY 79 COST ESTIMATE - ALTERNATE B
CONSTRUCTION COST
$4,496,589
TOTAL
$1,538,079$4,400,000 $10,434,668
PETROLEUM CO., INC.
MIDWAY
STEPHANIE KING
CAROL J. LEE (WF.)
GEORGE L. LEE
ALICE CLARK
JERRY MILES
MARK P. MATTINGLY
MARIA CROSIER
PAUL BEGLEY
ELIZABETH S. KING (WF.)
HOWARD P. KING
MARY H. FACKLER (WF.)
CHARLES J. FACKLER
TARA E. ELLINGTON
TYLER P. McMAHAN
ANTONIO J. FRENCH
KELSI L. JENKINS
TERRY THOMAS (HUSBAND)
MARGUERITE E. THOMAS
BETTY M. BARGER (WF.)
RONALD L. BARGER
DONALD S. BLAIR
RHONDA L. BROWN
TRUST
WILMA M. CORNETT (WF.),
CLAYTON D. CORNETT
TRUST
WILMA M. CORNETT (WF.),
CLAYTON D. CORNETT
REBECCA G. EMBRY (WF.)
JONATHAN A. EMBRY
TRUST
WILMA M. CORNETT (WF.),
CLAYTON D. CORNETT
EMILY DOWELL (WF.)
DARREN S. DOWELL
JANET FAYE STULL (WF.)
DAVID HOWARD STULL
REBECCA G. EMBRY (WF.)
JONATHAN A. EMBRY
ROBERT KUPPER (HUSBAND)
WHITNEY KUPPER
GERALD L. MATTINGLY
LARRY HARDESTY
NATHAN HICKERSON (HUSBAND)SAMANTHA HICKERSON
JOSEPH M. RAY
JONELL D
AILE
Y (W
F.)
DAVID B. DAILE
Y
LAWANNA DITTO (WF. )
JOHN L. DITTO
STONE HOLDINGS, LLC
SAUNDRA L. CARTER (WF.)
HAROLD D. CARTER
OF BRANDENBURG, INC
B & B PROPERTIES
SHIRLEY ROACH (WF.)
EARL ROACH
MARK SMITH
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ANGEL R. MEDLEY (WF.)
J. CRAIG MEDLEY
EDNA L. BROWN (WF.)
JAMES D. BROWN MIDWAY VETERINARY CLINC, INC.
WILLIAM R. BEVILL
MARK MOODY (HUSBAND)
LOIS MOODY
KYLE KING
75
P
EXIST. R/W
EXIST. R/W
EXIST. R/W EXIST. R/W EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W EXIST. R/W
98
P
EXIST. R/W EXIST. R/W
EXIST. R/W
USED BY RUDD, BERRY & OGBURN
20’ ESMT. OWNED BY BROWN
CAROL A. RUDD
AMMERRITA THOMAS (WF.)
EARNEST THOMAS
(MARRIED)
TERRY L. CUNDIFF
REBECCA EMBRY (WF.)
JONATHAN ASHLEY EMBRY
REBECCA EMBRY (WF.)
JONATHAN ASHLEY EMBRY
REBECCA G. EMBRY (WF.)
JONATHAN EMBRY
INGR
ESS/
EGR
ESS ES
MT.
MONICA LIVERS BROWN (WF.)
JAMES LARRY BROWN
MONICA LIVERS BROWN (WF.)
JAMES LARRY BROWN
CHRISTOPHER J. CORNELIUS (HUSB)
MARY DENISE BROWN CORNELIUS
RICHARD SCHERMERHORN (SON)
HELEN BIGGS (SINGLE)
CHRISTOPHER J. CORNELIUS (HUSB.)
MARY DENISE BROWN CORNELIUS 48
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LISA K. BABB (WF.)
JODIE D. BABB
LISA K. BABB (WF.)
JODIE BABB
KY 79
GARAGE
BRICK
2 CAR
NO BASEMENT
RES.
BRICK/VINYL
1 STORYGARAGE
GR
AV
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GARAGE
BARN
GARAGE
CONC. BLK
6085
5955
5925
5920
59045880
GARAGE
FACED
STONE
6200
GR
AV
EL
W/ BASEMENTBRICK
3 STORY
KY 79
CO
RN
ETT R
OA
D
6550
MOBILE HOMEDOUBLE WIDE
6640
BL
AC
KT
OP
6794
KY 79E & C
T
E & C
T TT
E
&
T
E & C
E & C
TT
E, T, &
C
E, T, &
C
5828
Exist. 8
’x4’ R
CBC E
xist. 30"
Pip
e
Exist.
18" Pipe
W/ BASEMENT
ALUMINUM SIDING
1 STORY
RES.ALUMINUM1 STORY
RES.
ALUMINUM
BRICK &
1 STORY
SEPTIC
6545
RES.ALUMINUM2 STORY
SEPTIC
SEPTIC
DRIVE
GRAVEL
125
GARAGE
SEPTIC
CORNETT ROAD
NO BASEMENT
COLONIAL (VINYL)
2 STORY
SEPTIC
GAS
6150
RES.
W /BASEMENT
STONE FACED
1 STORY
SEPTIC
SEPTIC
BRICK
1 STORY
GARAGE
2 CAR
BARN
SEPTIC W/ BASEMENT
BRICK
1 STORY
W/ BASEMENT
RES.
2 STORY
LATERALS
4 - 100’ SEPTIC
SEPTIC
BASEMENT
W/ 1/2
1 STORY
W/ BASEMENT
VINYL
1 1/2 STORY
SEPTICSEPTIC
W/ BASEMENT
1 STORY
SEPTIC
SHED
MACHINE
W/ BASEMENT
VINYL SIDING
1 STORY
WELL
5600
5745
5695
W/ BASEMENT
2 STORY
SEPTIC
5470
5364
NO BASEMENT
BRICK
1 STORY
SEPTIC
CU
LV.
3’x
4’
BO
X
15" CMP
15" RCP 18"
RC
P
15" CMP
18" RCP
18"
RC
P
24"
RC
P
18" CMP
15" RCP
12" STEEL15" RCP
18"
RC
P
24"
RC
P
15" CMP
15" RCP 18"
RC
P
15" CMP
24"
RC
P 18" RCP
18"
RC
P
18" CMP 18" CMP
18"
VC
18" CMP
WV
WV
WVWV
WVWV
WVWV
FH
WV
WV
WV
KY 261 / 7
03 - SA
ND
Y HILL R
OA
D
SA
ND
Y HIL
L R
OA
D
KY 1239 -
RICH
ARD
SON RO
AD
KY 144 - MID
WAY
ROAD
KY
1726 -
DOOLE
Y ROAD
MA
TC
HLIN
E - S
TA. 491+
00
491+
00
N 10°11’22" E
488
+00
489
+00
490
+00
IP
18"
RC
P
18" CMP18" CMP
Gravel
Gravel
649.26O.E. =
650.20I.E. = Disturb Limits
Disturb Limits
Proposed R/W
Ex. KY 79 !
25’
25’
Existing R/W
Existing R/W & Proposed R/W
11’
11’
45 mph 600’ Post Construction Lane Taper
Painted Flush Median
BEGIN SURFACING
STA. 487+50 -
Disturb Limits
2’ F.B. Spec. Dt.
2’ F.B. Spec. Dt.
Disturb Limits
! Proposed KY 79
8" Water Main
BEGIN CONSTRUCTION
STA. 487+25 -
By Others
Future KY 79 Design 4:1
+00
6’
17’
25’
35 mph 600’ Post Construction Pa
inted Lane TaperExisting R/W
Existing R/W
Propo
sed
R/W
(Safelo
ad)
Asphalt Overlay
Ex. 15’ Water Line Esmt.
1
P
Ex. 15’ Utility Esmt.Ex. 15’ Utility Esmt.
DB. 608 Pg. 329
Claire Barnett (wife)
Justin Barnett
Plat Cabinet 7, Slide 241
Raymond Earl Brown Subdivision
Parcel 3
Parcel 2 DB. 606 Pg. 288
Angel R. Medley (married)
J. Craig Medley
D.B. 509 Pg. 406 (Water Line Esmt.)
DB. 109 Pg. 155
DB. 100 Pg. 43
Shirley Miles (wife)
Jerry Miles
MA
TC
HLIN
E - S
TA. 491+
00
MA
TC
HLIN
E - S
TA. 497
+00
52+00
492
+00
493
+00
494
+00
495
+00
496
+00
497
+00
40° Skew Lt. to Local Tangent
B Culvert Situation Sta. 50+00.00
KY 79 ! Sta. 494+47.00 =
L
PT 495+93.57
PI 494+07.17
PC 492+20.75
48+00
50+00
49+00
51+
00
N 10°11’22" EN 11°15’27" E
WW
WW
SIGN
WW
SIG
N
WW
SIGN
SIGNIP
IP
640
640
640
640640
640640
640 634.35
O.E. = 24" RCP
635.31
O.E. =
FH
635.41I.E. =
636.95
I.E. =
24"
CM
P
3 WV’s
18" Pine3" Ornamental
26" Pine
C.P. 10
63
RC
BC
Ex. 8’x
4’
C.P. 10
36" Tree
Disturb Limits
Disturb Li
mits
Existing R/W
Disturb Limits
e = NC
E = 0.87’
R = 20000.00’
L = 372.82’
T = 186.41’
Delta = 1°04’05" Rt.
PI Sta. 494+07.17
KY 79 Curve Data
2’ F.B. Spec. Dt.
CurbHeaderStd.
Existing R/W
Disturb Limits
25’
25’
Ex. KY 79 !
Existing R/W
Existing R/W
11’
11’
12’
Disturb Limits
11’
11’
Painted Flush Median
8" Water Main
2’ F.B. Spec. Dt.
11’
12’
11’
+50
+50
45 mph 600’ Post Construction Lane Taper
10’ Shoulder (8’ Paved)
Variable Width Paved Shoulder
25’+50
150’ Shoulder Taper
25’
17’
35 mph 600’ Post Construction Pain
ted Lane Taper
44.11’
+95.74
Proposed KY 79
Future Sidewalk (By Others)
Future Sidewalk (By Others)
Std. Curb & Gutter (Mod.)
Grain"
Food &
"Blevins
Building
Metal
5240
Tank Location
Approx. Septic
LTDHD
Gravel
Ripr
ap
4E 1T 2C
Aggregate
Ex. 15’ Water Line Esmt.
8" Water Main
2
P
1
P
3
P
Ex. 15’ Utility Esmt.
Parcel 4
Ex. 10’ Utility Esmt.
Plat Cabinet 7, Slide 241
Raymond Earl Brown Subdivision
(Misc. Bk. 7, Page 697)
Water Well Agreement
DB. 429 Pg. 626
Edna L. Brown (wife)
James D. Brown
D.B. 509 Pg. 406 (Water Line Esmt.)
DB. 109 Pg. 155
DB. 100 Pg. 43
Shirley Miles (wife)
Jerry Miles
MB. 724 Pg. 424
DB. 597 Pg. 409
DB. 596 Pg. 417
Kyle King (married)
491+
00
18"
PIP
E
18"
PIP
E
24"
PIP
E
18"
PIP
E
24"
PIP
E
18"
PIP
E
24"
PIP
E
18"
PIP
E
18"
PIP
E
WV
WV
WV
WV
WV
WV
WV
1415
+00
1420
+00
1425
+00
1430
+00
1435
+00
1440
+00
1445
+00
1450
+00
1455
+00
1460
+00
1465
+00
1470
+00
1475
+00
1480
+00
1485
+00
1490
+00
1495
+00
1500
+00
1505
+00
PC 14
15+97.08
PT 14
21+
21.
48
PC 14
57
+35.13
PT 14
60
+07.06
PC 14
82
+48.70
PT 14
85
+64.75
PC 14
87
+50.84
PT 14
90
+65.22
PC 14
91+
78.85
PT 14
95
+51.
37
PI 15
06
+33.92
PI 1418+63.53
PI 1458+71.11PI 1484+06.81
PI 1489+08.11 PI 1493+65.12
N 33°07’38" E
N 8°05’19" E
N 10°11’24" E N 11°15’26" E
E = 29.23’
R = 1200.00’
L = 524.41’
T = 266.46’
Delta = 25°02’19"
N 8°05’19" E
E = 1.23’R = 7500.00’L = 271.93’T = 135.98’Delta = 2°04’39"
N 10°09’58" E
E = 3.12’
R = 4000.00’
L = 316.05’
T = 158.11’
Delta = 4°31’38"
N 14°41’36" E
E = 3.09’
R = 4000.00’
L = 314.38’
T = 157.27’
Delta = 4°30’12"
E = 0.87’
R = 20000.00’
L = 372.52’
T = 186.27’
Delta = 1°04’02"
N 11°15’26" EN 30°37’03" E
C
C
C C CC
CC C C
C
Sta 9+99.9972
0.0000
-0.0000
Sta 14
75
+36.7996
C
C
C
C
C
C
C
C C
C
C
C
C
CC Sta 40+00.0000
-0.0000
C
C
C
C
C
68.
6158
Sta 70
+86.9
204
11.0
000
Sta 71
+13.6
322
31.2
785
Sta 70
+81.8
788
-11.0000
Sta 70
+21.3
265
-11.55
63
Sta 70
+15.1111
9.0000
Sta 72
+50.0
000
11.0
000
Sta 71
+50.0
000
C
C
C
CC
C C
C
-9.0000
Sta 5+50.0000
-9.0000
Sta 7+00.0000
-9.0000
Sta 7+00.0000
-11.0000
Sta 8+00.0000 11.0000
Sta 8+00.0000
9.0000
Sta 41+30.0000
9.0000
Sta 40+26.9735
PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/WPROP. R/W
90’
+00
70’
+00
70’
+00
90’
+00
60’
+00
60’
+00
75’
+00
75’
+2075’
+00
40’
8+25
40’
8+25
70’
+00 65’
+0065’
+00
100’
+5090’
+50
50’
+50
75’
+35.1395’
+00
60’
+00 60’
+50
75’
+00
75’
+00
65’
+00
65’
+0070’
+35
50’
8+00
50’
5+40
65’
+0075’
+48.70
75’
+00
85’
+25.9685’
+55.25
40’
72+85
40’
72+85
40’
41+30
85’
+35
63.09’
41+75
85’
+17.94
80’
+47.08
65’
+00
59.06’
+02.84
PROP. R/W
T.E.
T.E.
T.E.
T.E.
T.E.
T.E. T.E.
T.E.
T.E. T.E. T.E. T.E.
24.23’
72+85
15.77’
72+85
14.70’
8+25
15.30’
8+25
T.E.
25.59’
5+40
T.E.
T.E
50’
5+40
12.39’
5+40
1415+00 1416+00 1417+00 1418+00 1419+00 1420+00 1421+00 1422+00 1423+00 1424+00 1425+00 1426+00 1427+00 1428+00 1429+00 1430+00 1431+00 1432+00 1433+00 1434+00 1435+00 1436+00 1437+00 1438+00 1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 1451+00 1452+00 1453+00 1454+00 1455+00 1456+00 1457+00 1458+00 1459+00 1460+00 1461+00 1462+00 1463+00 1464+00 1465+00 1466+00 1467+00 1468+00 1469+00 1470+00 1471+00 1472+00 1473+00 1474+00 1475+00 1476+00 1477+00 1478+00 1479+00 1480+00 1481+00 1482+00 1483+00 1484+00 1485+00 1486+00 1487+00 1488+00 1489+00 1490+00 1491+00 1492+00 1493+00 1494+00 1495+00 1496+00 1497+00 1498+00 1499+00 1500+00 1501+00 1502+00 1503+00 1504+00 1505+00 1506+00 1507+00
PV
C 14
17+00.00
Ele
v 705.67
VPI 14
20
+00.00
EL
EV 718.90’
HI 14
22
+10.31
Ele
v 716.92
PV
T 14
23
+00.00
Ele
v 716.58
PV
C 14
25
+50.00
Ele
v 714.64
VPI 14
28
+00.00
EL
EV 712.70’
PV
T 14
30
+50.00
Ele
v 701.
47
PV
C 14
32
+50.00
Ele
v 692.49
VPI 14
33
+50.00
EL
EV 688.00’
PV
T 14
34
+50.00
Ele
v 686.00
PV
C 14
36
+50.00
Ele
v 682.00
LO 14
38
+82.65
Ele
v 679.67
VPI 14
39
+50.00
EL
EV 676.00’
PV
T 14
42
+50.00
Ele
v 685.47
PV
C 14
48
+00.00
Ele
v 702.84
VPI 14
49
+00.00
EL
EV 706.00’
PV
T 14
50
+00.00
Ele
v 709.20
PV
C 14
55
+50.00
Ele
v 726.80
VPI 14
59
+00.00
EL
EV 738.00’
HI 14
59
+56.70
Ele
v 733.31
PV
T 14
62
+50.00
Ele
v 729.92
PV
C 14
64
+50.00
Ele
v 725.31
VPI 14
65
+50.00
EL
EV 723.00’
PV
T 14
66
+50.00
Ele
v 722.40
PV
C 14
68
+00.00
Ele
v 721.
50
VPI 14
70
+50.00
EL
EV 720.00’
PV
T 14
73
+00.00
Ele
v 708.54
PV
C 14
75
+00.00
Ele
v 699.38
VPI 14
76
+50.00
EL
EV 692.50’
PV
T 14
78
+00.00
Ele
v 687.85
PV
C 14
81+
00.00
Ele
v 678.55
VPI 14
81+
50.00
EL
EV 677.00’
PV
T 14
82
+00.00
Ele
v 675.12
PV
C 14
89
+01.
55
Ele
v 648.78
VPI 14
92
+01.
55
EL
EV 637.51’
LO 14
94
+05.27
Ele
v 639.32
PV
T 14
95
+01.
55
Ele
v 639.67
VPI 15
00
+55.92
EL
EV 643.65’
-0.78%
-4.49%
-2.00%
3.16%
3.20%
-2.31%
-0.60%
-4.58%
-3.10%
-3.76%
0.72%
600.00’ V.C.
NPSD = 500’500.00’ V.C.
NPSD = 540’
200.00’ V.C.
HLSD = 606’
600.00’ V.C.
HLSD = 500’
200.00’ V.C.
HLSD = 16739’
700.00’ V.C.
NPSD = 524’
200.00’ V.C.
HLSD = 503’
500.00’ V.C.
NPSD = 521’
300.00’ V.C.
HLSD = 808’
100.00’ V.C.
NPSD = 1697’
600.00’ V.C.
HLSD = 565’
685.9
690.9
698.4
706.6
713.4
718.9
723.0
724.7
718.6
717.7
717.6
716.2
709.4
705.7
706.7
701.
5
694.1
687.4
681.
5
679.8
686.3
683.6
680.8
676.1
676.8
674.1
678.5
683.2
682.5
687.1
692.5
695.3
700.0
703.9
706.7
709.9
710.7
707.8
710.3
709.6
715.7
723.7
731.
5
737.7
740.6
738.1
732.5
726.6
723.8
718.7
713.4
714.8
717.4
720.3
722.1
721.
9
721.
3
716.2
707.9
700.1
697.9
694.0
690.1
687.1
685.1
681.
2
681.
1
678.6
672.9
665.5
661.
8
656.3
653.6
650.6
648.7
646.5
643.0
641.
5
640.1
639.5
640.7
640.0
640.6
641.
6
642.5
643.1
642.6
641.
9
640.9
639.7
638.4
638.4
636.6
696.85
701.
26
705.67
709.65
712.76
715.01
716.40
716.92
716.58
715.80
715.03
714.16
712.64
710.38
707.37
703.63
699.23
694.74
690.40
687.16
685.00
683.00
681.
11
679.97
679.69
680.27
681.
70
684.00
687.05
690.21
693.37
696.53
699.68
702.84
706.01
709.20
712.40
715.60
718.80
722.00
725.20
728.30
730.71
732.34
733.18
733.23
732.50
730.98
728.77
726.46
724.26
722.81
722.10
721.
50
720.50
718.71
716.12
712.73
708.54
703.96
699.38
695.04
691.
20
687.85
684.75
681.
65
678.55
675.12
671.
37
667.61
663.86
660.10
656.35
652.59
648.84
645.44
642.79
640.89
639.73
639.32
639.66
640.37
641.
09
641.
81
642.53
643.24
620
630
640
650
660
670
680
690
700
710
720
730
740
750
620
630
640
650
660
670
680
690
700
710
720
730
740
750
