DEPARTMENT OF TRANSPORTATION SHEET 4 Big...
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STATE OF TEXAS STATE HIGHWAY IMPROVEMENT DEPARTMENT OF TRANSPORTATION SCHEMATIC OF PROPOSED C R Texas Department of Transportation Zion Mt AT & 2. 5 E DDY BR U C E V I LLE - Cr ee k Bi g El m Cr ee k 1 , 07 5 1 , 32 9 F S C O U N T Y 1 . 9 STAMPEDE 1 . 7 P E ND LET ON T R OY C r e e k El m P O P 1 , 39 5 F E SANT A P o n d 317 O E NAV I LLE B E L C N Y B E Hoo li a L ong C o tt on wood B e u l a h G r a v e C E G O C r ee k P ond 1239 1 239 Br u c e v i l l e - E d d y Ci t y L i mi t 4 . 2 SF RY 6 . 8 M OODY POP POP F o s t e r B r a n c h F o r k De e r Cr ee k W e s t E a s t F o r k D ee r 107 107 317 35 A L L M C L E N N A N 4. 2 A I R P O R T M U N I C I P A L D R AUGH T ON - M I LLE R Ce d a r Cr ee k S h i n e C r ee k P e p p e r 4. 7 B i g E l m Cr ee k Br a n c h Bi g El m Cr ee k P e c a n C o t t o n w ood L it t l e Cr ee k M- K- T RR AND AT CHI SON T OPEKA B EL F A L L S C r ee k Cr e e k Cr ee k 6 . 8 Ra t i b o r S a l t Cr ee k 123 7 1 23 7 1 23 7 935 363 935 438 53 23 0 5 35 290 438 2086 2601 317 35 3 3 6 9 L O U T F A L L L M- K- T RR 6 . 3 6. 0 1 . 9 1 . 3 4 . 8 935 2. 1 I nd i a n Cr ee k Br a n c h S ou t h C o w N o r t h B LE V I N S D ee r C r ee k 35 7 1 239 1950 R i v e r 0. 9 2. 8 B A Y O U PLANT 6. 6 S O U T H 2671 2 8 3 7 2 8 37 317 2113 Te x a sA& M Un i v e r s it y Re s ea r c hCe n t e r S O U T H BOS QUE 3. 4 2. 2 P o p 1 , 1 5 8 NO R T H COW Bethany F O R K C O W B A Y OU 6. 7 317 2 8 3 7 35 2. 9 Horne L O R E NA Lawson 8. 5 2416 2113 2113 SHEET OF 7 DESIGN SPEED: (e max = 0.06) OTHER CROSSROADS 30 MPH STATE CROSSROADS 50 MPH RAMPS 50 MPH RURAL FRONTAGE ROAD 50 MPH URBAN FRONTAGE ROAD 50 MPH SUBURBAN FRONTAGE ROAD 50 MPH IH 35 MAINLANES 70 MPH 96,200 (2034) TRAFFIC PROJECTIONS (ADT): 68,800 (2014) ROBIN R. HANDEL P.E. NO. 86931 END PROJECT BEGIN PROJECT 2009 by Texas Department of Transportation: all rights reserved. (NORTH EDDY OVERPASS TO END PROJECT) RURAL FRONTAGE ROAD (NORTH TROY OVERPASS TO SOUTH OF FM 107) (SOUTH OF FM 107 TO NORTH EDDY OVERPASS) URBAN FRONTAGE ROAD (SOUTH TROY UNDERPASS TO NORTH TROY OVERPASS) SUBURBAN FRONTAGE ROAD (N LP 363 TO SOUTH TROY UNDERPASS) FUNCTIONAL CLASS: RURAL FREEWAY DISTRICT ENGINEER PLANNING AND DEVELOPMENT DIRECTOR OF TRANSPORTATION AREA ENGINEER AREA ENGINEER DATE: DATE: DATE: DATE: DATE: 12/11/2012 1:5 VERTICAL SCALE: 1:100 HORIZONTAL CSJ: 0015-04-067, 0015-04-073, 0015-02-048, 0015-01-187 PROJECT LENGTH: 17.01 MILES FROM N. LOOP 363 TO SOUTH FM 2837 JUNE 26, 2009 BELL, FALLS & MCLENNAN COUNTY IH 35 SECTION 3A WACO DISTRICT TE M P LE F A R M S I N V E S T M E N T S , I N C . T E M P LE F A R M S I NV E S T M E N T S , I N C . K M B S J O I N T V E N T U R E G E R A L D C . M C L AUG H L I N S UNH I LL S E T TLE M E N T C A B A , S L I D E D G E R A L D C . M C L A UGH L I N S UNH I LL S E T TL E M E N T C A B A , S L I D E D C OUN T Y D E V E L O P E R S , I N C . W I LL I A M LEE W I L L I A M LE E W I LL I A M LEE R O B E R T & R I C H A R D V EL A S QU EZ E X I T 311 P R O P E R T I E S , L . P . E DD I E W E E M S C H A NN EL R O W J.H GUNN C H AN N EL R O W J OH N T . ELL I O T C HA N N EL R O W J O H N F . L A N C A S TE R 2 5 + 00 PC 26+ 06. 61 PT 27+ 42. 68 PC 10+ 0 0. 00 10 + 00 PT 12+ 00. 00 PC 14+ 03. 07 15 + 00 P T 1 5+ 7 5 . 8 4 20+00 P C 2 3 + 6 4 . 78 25 + 00 PT 26+ 49. 95 PC 29+ 40. 34 30 + 00 PT 32+ 52. 74 PC 1 0+ 00. 00 10 + 00 PT 12+ 00. 00 15 + 0 0 PC 19+ 45. 31 2 0 + 00 P T 2 0+ 85 . 8 7 P C 2 4+ 71 . 85 25 + 0 0 PT 26+ 1 2. 41 PC 28+ 1 7. 71 30+00 PT 30+ 1 7. 71 PC 10+ 00. 00 10 + 00 PT 12+ 00. 00 PC 14+ 84. 29 15 + 00 PT 16+ 25. 24 2 0 + 00 PC 20+ 19. 63 PT 21 + 60. 59 25 + 00 PC 26+ 42. 20 PT 27+ 96. 85 905 + 00 910 + 0 0 91 5 + 00 920 + 0 0 9 2 5 + 00 930 + 0 0 935 + 00 940 + 00 945 + 00 950 + 00 955 + 0 0 960 + 0 0 965 + 00 97 0 + 0 0 975 + 00 980 + 0 0 985 + 0 0 990 + 00 995 + 00 1000 + 00 PC 1002+ 23. 47 1 0 0 5 + 0 0 1010 + 00 1015 + 00 1020 + 0 0 PT 1021 + 49. 43 1025 + 00 1030 + 00 1035 + 00 1040 + 00 890 + 00 8 9 5 + 0 0 900 + 00 905 + 00 910 + 00 915 + 0 0 920 + 00 925 + 0 0 930 + 00 935 + 00 940 + 00 945 + 00 950 + 00 955 + 0 0 96 0 + 00 965 + 00 97 0 + 0 0 975 + 0 0 980 + 00 985 + 00 PC 987+ 13. 86 99 0 + 00 995 + 00 1000 + 0 0 10 05 + 00 PT 1 005+ 53. 33 101 0 + 00 1015 + 0 0 102 0 + 0 0 91 0 + 00 915 + 00 920 + 00 925 + 00 930 + 00 935 + 0 0 940 + 00 945 + 00 950 + 00 955 + 0 0 96 0 + 00 965 + 00 970 + 00 975 + 00 980 + 0 0 985 + 0 0 99 0 + 00 995 + 00 1000 + 00 1005 + 00 PC 1 008+ 27. 96 1010+00 1015 + 00 1 020 + 0 0 1025 + 00 1 03 0 + 0 0 PT 1 032+ 41 . 75 1035 + 00 1 04 0 + 00 1045 + 00 PC 1 045+ 02. 76 PC 10+ 00. 00 1 0 + 0 0 1 5 + 00 2 0 + 00 PRC 21 + 05. 51 PT 23+ 25. 1 0 25 + 00 PC 29+ 53. 55 30 + 00 P RC 3 2 + 23 . 28 3 5 + 0 0 PT 35+ 25. 77 689. 78 689. 35 688. 82 688. 89 688. 55 688. 24 688. 04 688. 24 689. 33 689. 22 688. 04 687. 77 687. 68 687. 44 687. 86 688. 00 688. 82 689. 22 690. 28 691 . 96 693. 15 695. 27 695. 84 696. 87 698. 35 699. 69 701 . 43 702. 67 704. 07 705. 70 707. 04 708. 22 710. 02 710. 11 710. 57 711 . 02 711 . 38 711 . 60 711 . 64 711 . 48 711 . 56 712. 15 712. 16 711 . 65 713. 20 712. 41 711 . 27 708. 81 705. 52 701 . 64 700. 91 700. 87 702. 63 705. 15 706. 22 705. 21 703. 12 700. 34 699. 24 699. 34 699. 83 699. 38 699. 12 699. 11 698. 56 697. 27 695. 85 694. 19 692. 04 689. 77 688. 03 685. 37 680. 05 671 . 95 664. 45 657. 70 650. 70 645. 64 650. 01 652. 26 655. 79 660. 52 661 . 21 658. 32 652. 13 649. 52 648. 05 645. 90 641 . 33 638. 67 634. 89 632. 86 638. 23 638. 90 639. 77 642. 34 646. 42 650. 71 653. 19 654. 86 656. 65 658. 57 659. 01 660. 99 664. 01 668. 51 671 . 69 674. 11 676. 25 678. 96 681 . 36 683. 48 685. 69 687. 31 688. 41 689. 53 690. 04 690. 74 690. 98 691 . 64 692. 81 694. 28 695. 23 695. 91 696. 74 698. 23 699. 29 700. 68 702. 28 703. 00 704. 00 705. 40 706. 79 707. 40 707. 92 708. 16 707. 75 709. 62 707. 87 708. 63 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 689. 92 690. 57 690. 45 689. 94 689. 44 688. 93 688. 80 689. 23 689. 73 690. 07 689. 78 689. 28 689. 28 690. 19 691 . 17 691 . 25 690. 75 690. 71 691 . 65 692. 88 694. 11 695. 33 696. 56 697. 79 699. 02 700. 25 701 . 47 702. 70 703. 93 705. 16 706. 39 707. 61 708. 84 709. 93 710. 57 711 . 07 711 . 57 712. 07 712. 57 713. 07 713. 57 714. 07 714. 53 714. 19 712. 90 711 . 49 710. 08 708. 67 707. 26 705. 85 704. 76 704. 66 704. 91 704. 55 704. 05 703. 54 703. 04 702. 54 702. 04 701 . 54 701 . 03 700. 53 699. 97 699. 15 698. 23 697. 30 696. 10 693. 77 690. 29 685. 78 681 . 12 676. 47 671 . 82 667. 16 662. 76 659. 35 656. 96 655. 61 655. 28 655. 99 657. 63 658. 77 658. 74 657. 54 655. 18 652. 18 649. 98 648. 81 648. 30 647. 80 647. 30 646. 80 646. 30 645. 82 646. 04 647. 30 649. 50 651 . 90 654. 29 656. 68 659. 07 661 . 46 663. 85 666. 24 668. 63 671 . 02 673. 41 675. 81 678. 20 680. 59 682. 98 685. 37 687. 76 690. 05 691 . 47 692. 33 693. 19 694. 05 694. 91 695. 77 696. 62 697. 48 698. 34 699. 20 700. 06 700. 92 701 . 78 702. 64 703. 50 704. 35 705. 21 706. 07 706. 93 707. 79 708. 65 709. 37 709. 28 708. 78 708. 28 707. 78 STA. 957+ 79. 76 BEGI N RAMP S35EL M HW100 = 648.37 TW100 = 643.00 VPI STA. 886+20.00 EL.= 690.85 ( + ) 0 . 776 % ( - ) 0 . 504 % L= 150.00’ K = 117 ex = -0.24’ VPI STA. 890+70.00 EL.= 688.58 (-) 0 . 504 % ( + ) 0 . 501 % L= 150.00’ K = 149 ex = 0.19’ VPI STA. 894+05.00 EL.= 690.26 ( + ) 0 . 501 % (-) 0 . 502 % L= 150.00’ K = 150 ex = -0.19’ VPI STA. 896+80.00 EL.= 688.88 (-) 0 . 5 0 2 % ( + ) 1 . 0 8 8 % L= 160.00’ K = 101 ex = 0.32’ VPI STA. 899+30.00 EL.= 691.60 ( + ) 1 . 088 % ( - ) 0 . 5 0 0 % L= 150.00’ K = 94 ex = -0.30’ VPI STA. 901+90.00 EL.= 690.30 (- ) 0 . 5 00 % ( + ) 1 . 228 % L= 170.00’ K = 98 ex = 0.37’ VPI STA. 918+00.00 EL.= 710.07 ( + ) 1 . 228 % ( + ) 0 . 500 % L= 150.00’ K = 206 ex = -0.14’ VPI STA. 927+60.00 EL.= 714.87 ( + ) 0 . 500 % (- ) 1 . 409 % L= 170.00’ K = 89 ex = -0.41’ VPI STA. 935+15.00 EL.= 704.23 ( -) 1 . 409 % ( + ) 0 . 4 97 % L= 190.00’ K = 100 ex = 0.45’ VPI STA. 936+90.00 EL.= 705.10 ( + ) 0 . 497 % (- ) 0 . 502 % L= 150.00’ K = 150 ex = -0.19’ VPI STA. 947+10.00 EL.= 699.98 (- ) 0 . 502 % (-) 0 . 9 2 3 % L= 150.00’ K = 356 ex = -0.08’ VPI STA. 951+90.00 EL.= 695.55 (-) 0 . 923 % ( -) 4 . 6 5 3 % L= 320.00’ K = 86 ex = -1.49’ VPI STA. 961+45.00 EL.= 651.11 ( - ) 4 . 653 % ( + ) 1 . 840 % L= 630.00’ K = 97 ex = 5.11’ VPI STA. 967+00.00 EL.= 661.32 ( + ) 1 . 840 % (-) 3 . 069 % L= 420.00’ K = 86 ex = -2.58’ VPI STA. 970+90.00 EL.= 649.35 ( -) 3 . 069 % (-) 0 . 500 % L= 250.00’ K = 97 ex = 0.80’ VPI STA. 979+20.00 EL.= 645.20 (- ) 0 . 500 % ( + ) 2 . 391 % L= 280.00’ K = 97 ex = 1.01’ VPI STA. 998+30.00 EL.= 690.87 ( + ) 2 . 391 % ( + ) 0 . 859 % L= 150.00’ K = 98 ex = -0.29’ VPI STA. 1020+20.00 EL.= 709.68 ( + ) 0 . 859 % (-) 0 . 5 00 % L= 150.00’ K = 110 ex = -0.25’ STA. 1014+90. 38 END RAMP BLVS352NEW 686. 05 686. 80 686. 98 687. 17 687. 36 687. 26 687. 15 687. 16 687. 42 687. 78 687. 94 688. 05 688. 28 688. 34 688. 73 689. 43 690. 08 690. 93 692. 13 693. 37 694. 65 695. 85 697. 11 698. 36 699. 68 700. 87 702. 17 703. 54 704. 95 706. 11 707. 35 708. 29 709. 17 709. 79 710. 31 710. 66 710. 83 710. 72 710. 65 710. 61 710. 74 710. 44 710. 09 709. 33 708. 27 706. 90 705. 45 704. 10 702. 77 701 . 52 700. 60 699. 83 699. 44 698. 77 698. 28 697. 62 697. 11 697. 00 696. 62 696. 29 696. 18 696. 03 695. 85 695. 81 695. 81 695. 51 694. 63 693. 36 691 . 20 688. 58 685. 44 681 . 76 677. 16 672. 24 667. 62 663. 22 659. 05 655. 65 653. 48 651 . 82 650. 52 649. 11 647. 77 646. 34 644. 87 643. 59 642. 32 641 . 33 640. 49 638. 78 634. 34 640. 42 640. 90 641 . 79 643. 72 646. 42 649. 37 652. 15 654. 96 657. 30 659. 67 662. 20 664. 65 666. 90 669. 39 671 . 58 673. 60 676. 30 678. 95 681 . 50 683. 17 684. 95 685. 73 686. 40 686. 94 687. 68 688. 30 688. 67 689. 03 689. 38 689. 93 690. 52 691 . 20 692. 06 692. 79 693. 50 694. 08 694. 77 695. 47 695. 99 696. 79 697. 64 698. 38 699. 17 699. 88 700. 38 701 . 02 701 . 76 702. 37 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 1025+00 1030+00 1035+00 1040+00 1045+00 689. 47 689. 97 690. 47 690. 97 691 . 47 691 . 98 692. 48 692. 98 693. 48 693. 98 694. 48 694. 98 695. 49 695. 99 696. 49 696. 99 697. 49 697. 99 698. 50 699. 00 699. 50 700. 00 700. 50 701 . 00 701 . 51 702. 01 702. 51 703. 18 704. 23 705. 53 706. 83 708. 13 709. 43 710. 73 712. 03 713. 31 714. 26 714. 82 714. 97 714. 71 714. 06 713. 08 712. 08 711 . 08 710. 08 709. 08 708. 08 707. 08 706. 08 705. 08 704. 08 703. 13 702. 40 701 . 88 701 . 38 700. 88 700. 37 699. 87 699. 37 698. 87 698. 37 697. 87 697. 37 696. 84 696. 00 694. 75 693. 10 691 . 05 688. 60 685. 74 682. 48 678. 86 675. 17 671 . 49 667. 81 664. 20 661 . 06 658. 47 656. 43 654. 93 653. 98 653. 44 652. 93 652. 41 651 . 90 651 . 38 650. 87 650. 35 649. 84 649. 33 648. 81 648. 30 648. 06 648. 35 649. 20 650. 58 652. 51 654. 88 657. 30 659. 71 662. 13 664. 54 666. 96 669. 37 671 . 79 674. 20 676. 62 679. 03 681 . 45 683. 86 686. 01 687. 77 689. 14 690. 11 690. 89 691 . 68 692. 47 693. 26 694. 05 694. 83 695. 62 696. 41 697. 20 697. 99 698. 78 699. 56 700. 35 701 . 14 701 . 93 702. 72 703. 50 704. 29 705. 08 705. 87 706. 66 707. 45 708. 23 709. 02 709. 81 STA. 927+ 24. 48 BEGI N RAMP EL MN35 STA. 984+ 48. 12 END RAMP N35BL V TW100 = 634.58 TW100 = 643.00 (-) 0 . 498 % VPI STA. 905+40.00 EL.= 684.13 (-) 0 . 498 % ( + ) 0 . 760 % L= 150.00’ K = 119 ex = 0.24’ VPI STA. 938+40.00 EL.= 709.19 ( + ) 0 . 760 % ( -) 0 . 500 % L= 150.00’ K = 119 ex = -0.24’ VPI STA. 948+45.00 EL.= 704.17 ( -) 0 . 500 % (- ) 1 . 5 00 % L= 150.00’ K = 150 ex = -0.19’ ( - ) 1 . 5 0 0 % (-) 0 . 500 % VPI STA. 973+25.00 EL.= 686.67 (-) 0 . 500 % (- ) 4 . 499 % L= 340.00’ K = 85 ex = -1.70’ VPI STA. 983+20.00 EL.= 641.90 ( -) 4 . 499 % ( + ) 0 . 545 % L= 189.95’ K = 38 ex = 1.20’ VPI STA. 992+65.00 EL.= 647.05 ( + ) 0 . 545 % (-) 0 . 557 % L= 150.00’ K = 136 ex = -0.21’ VPI STA. 996+60.00 EL.= 644.85 (-) 0 . 557 % ( + ) 2 . 3 5 0 % L= 280.00’ K = 96 ex = 1.02’ VPI STA. 1012+30.00 EL.= 681.75 ( + ) 2 . 350 % ( + ) 0 . 649 % L= 150.13’ K = 88 ex = -0.32’ ( + ) 0 . 649 % ( + ) 1 . 433 % 681 . 60 681 . 62 681 . 74 681 . 58 681 . 76 682. 06 682. 50 683. 28 684. 21 684. 94 685. 83 686. 59 687. 37 687. 97 688. 45 688. 94 689. 61 690. 28 691 . 01 692. 04 693. 21 694. 22 695. 35 696. 48 697. 70 698. 89 699. 97 700. 96 702. 10 703. 03 703. 77 704. 36 704. 90 705. 43 705. 87 706. 04 706. 07 706. 21 706. 20 706. 36 706. 56 706. 60 706. 37 705. 97 705. 39 704. 58 703. 54 702. 50 701 . 33 700. 27 699. 18 698. 25 697. 49 696. 51 695. 57 694. 55 693. 85 692. 94 692. 10 691 . 48 691 . 06 690. 92 690. 66 690. 56 690. 54 690. 62 690. 48 690. 21 689. 60 688. 18 686. 55 683. 22 679. 14 674. 44 669. 95 665. 24 661 . 13 657. 03 653. 40 650. 59 648. 76 647. 19 645. 76 644. 28 642. 94 641 . 65 640. 76 640. 22 640. 15 640. 39 635. 98 640. 08 641 . 02 642. 83 645. 80 648. 40 650. 96 653. 29 655. 67 657. 71 660. 06 662. 51 664. 61 666. 94 669. 13 671 . 26 673. 52 675. 62 677. 56 679. 31 680. 86 681 . 91 682. 56 682. 94 683. 06 683. 26 683. 55 683. 71 683. 70 683. 95 684. 38 685. 17 685. 44 686. 43 687. 39 688. 25 688. 95 689. 90 690. 62 691 . 11 691 . 49 691 . 86 692. 29 692. 57 693. 74 693. 52 694. 24 694. 71 696. 31 696. 55 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 1025+00 1030+00 1035+00 1040+00 685. 23 684. 83 684. 38 684. 60 685. 35 686. 10 686. 86 687. 62 688. 38 689. 14 689. 90 690. 66 691 . 42 692. 18 692. 94 693. 70 694. 46 695. 22 695. 98 696. 74 697. 50 698. 26 699. 02 699. 78 700. 54 701 . 30 702. 06 702. 81 703. 57 704. 33 705. 09 705. 85 706. 61 707. 37 708. 13 708. 84 708. 89 708. 39 707. 89 707. 39 706. 89 706. 39 705. 89 705. 39 704. 89 704. 36 703. 33 701 . 84 700. 34 698. 84 697. 40 696. 37 695. 79 695. 29 694. 79 694. 29 693. 79 693. 29 692. 79 692. 29 691 . 79 691 . 29 690. 79 690. 29 689. 79 689. 29 688. 79 688. 29 687. 79 687. 18 685. 56 682. 76 678. 80 674. 30 669. 80 665. 30 660. 80 656. 30 651 . 80 647. 30 643. 55 642. 37 642. 88 643. 43 643. 97 644. 52 645. 06 645. 61 646. 15 646. 69 646. 80 646. 30 645. 74 645. 52 646. 31 648. 14 650. 49 652. 84 655. 19 657. 54 659. 89 662. 24 664. 59 666. 94 669. 29 671 . 64 673. 99 676. 34 678. 69 680. 93 682. 20 682. 85 683. 50 684. 15 684. 80 685. 45 686. 10 686. 74 687. 39 688. 04 688. 69 689. 34 689. 99 690. 64 691 . 28 691 . 93 692. 58 693. 23 693. 88 694. 53 695. 18 695. 82 696. 47 697. 12 697. 77 698. 42 699. 07 699. 73 700. 77 702. 15 STA. 940+15.19 END RAMP ELMN35 STA. 981 + 30. 69 BEGI N RAMP N35BL V STA. 992+ 06. 78 END RAMP S35EL M VPI STA. 935+10.00 EL.= 703.06 ( + ) 0 . 502 % ( + ) 1 . 300 % L= 210.00’ K = 263 ex = 0.21’ VPI STA. 945+50.00 EL.= 716.58 ( + ) 1 . 3 0 0 % (-) 1 . 0 00 % L= 570.00’ K = 248 ex = -1.64’ (-) 1 . 000 % (-) 0 . 501 % L= 210.00’ K = 421 ex = 0.13’ VPI STA. 974+60.00 EL.= 695.06 (-) 0 . 501 % (-) 3 . 682 % L= 790.00’ K = 248 ex = -3.14’ VPI STA. 985+40.00 EL.= 655.29 (-) 3 . 682 % (-) 0 . 514 % L= 580.00’ K = 183 ex = 2.30’ VPI STA. 1001+70.00 EL.= 646.91 (-) 0 . 514 % ( + ) 2 . 41 5 % L= 540.00’ K = 184 ex = 1.98’ VPI STA. 1018+90.00 EL.= 688.45 ( + ) 2 . 4 1 5 % ( + ) 0 . 788 % L= 410.00’ K = 252 ex = -0.83’ STA. 1027+40. 76 BEGI N RAMP BLVS352NEW 12’ 12’ 4’ } NBFR { IH 35 SHLDR EXISTING GROUND PGL 30’ CLEAR ZONE 59 ’ P R O P O S E D WI D T H 6’ 12’ 12’ 12’ 10’ 10’ SHLDR SHLDR 2 . 0 % BOTTOM FLAT 6 : 1 U S UA L 8’ SHLDR 12’ 12’ 4’ SHLDR PGL 30’ CLEAR ZONE 59 ’ P R O P O S E D WI D T H 12’ 12’ 12’ 10’ 10’ SHLDR SHLDR 2.0% BOTTOM FLAT 6 : 1 U S U A L 8’ SHLDR EXISTING GROUND 50:1 10’ 30’ 65’ } SBFR 1 0 : 1 U S U A L 4 : 1 M A X * 6’ 75’ USUAL 16’ 2 . 0 % SLOPE BREAK 430’ USUAL 37’ 2 . 5 % SLOPE BREAK 6’ 16’ 6 : 1 4 : 1 50 : 1 30’ 10’ 2.0% 2.5% PGL 75’ USUAL 37’ 10 : 1 U S UA L 4 : 1 M A X * 4 : 1 M AX * 4 : 1 M A X * DITCH ! 3’ MIN. BELOW P V M T . S U R F A C E 5’ MIN 5’ MIN 215’ USUAL 215’ USUAL A T CR O SS S T R E ET S M AX 1 . 5 % CR O S S S L O P E ** * ** ** CLEAR ZONE CLEAR ZONE 4 : 1 M A X SECTION FILL DITCH SECTION { EXIST. SBFR * PROP .R. O. W . E X I S T I NG F R ON T A G E R OA D C E N TE R L I N E P R O P O S E D N B F R B A S EL I N E S ET 12 ’ LE F T O F VARIES E X I ST. R. O. W . 30’ CLEAR ZONE CLEAR ZONE 30’ SHLDR 4’ LANE 14’ } RAMP 8’ SHLDR 2.0% SHLDR 4’ LANE 14’ } RAMP 8’ SHLDR TYP. TYPE I CURB 2.0% ENTRANCE/EXIT RAMP URBAN ENTRANCE/EXIT RAMP SUBURBAN/RURAL STA. 908+00 TO 1046+00 IH 35 PROPOSED SECTION F R ON T A G E R OA D RURAL F R ON T AG E R OA D RURAL 691 . 35 692. 30 693. 28 695. 82 697. 32 698. 65 700. 06 701 . 18 702. 21 702. 96 702. 84 703. 06 705. 02 707. 03 707. 97 708. 66 20+00 675 695 715 VPI STA. 19+50.00 EL.= 701.22 ( + ) 0 . 667 % ( + ) 1 . 34 8 % L= 100.00’ K = 147 ex = 0.09’ 699. 55 700. 22 700. 89 701 . 89 703. 24 704. 59 705. 94 707. 29 685. 61 686. 37 681 . 86 673. 81 665. 86 659. 66 652. 52 640. 34 649. 37 650. 86 653. 98 658. 77 660. 50 658. 97 651 . 71 648. 54 645. 34 20+00 25+00 VPI STA. 25+20.00 EL.= 641.96 (-) 2 . 5 12 % ( + ) 0 . 58 8 % L= 440.00’ K = 142 ex = 1.71’ 20+00 25+00 665. 07 662. 56 660. 05 657. 53 655. 02 652. 51 650. 00 647. 49 645. 33 643. 87 643. 12 643. 07 690. 31 688. 99 687. 11 684. 72 681 . 54 677. 42 672. 97 667. 35 662. 47 659. 09 656. 95 653. 85 651 . 10 648. 89 646. 56 644. 56 642. 82 20+00 620 640 660 680 VPI STA. 20+00.00 EL.= 652.66 (-) 4 . 177 % (-) 1 . 777 % L= 340.00’ K = 142 ex = 1.02’ 665. 19 661 . 02 657. 01 653. 68 651 . 06 649. 11 647. 33 645. 56 or permit purposes. Not for construction, bidding, ROBIN R. HANDEL 86931 12/11/2012 El Te j a n oBa ll r o o m TwoVa ca n t Bu il d i ng s CR 499 C R 4 9 8 SUNHI L L DR CR 452 BELL COUNTY F ALL S COUNTY D EE R CR E E K CHRI STOPHE R DR HI LL SI DE DR W HI LL I ARD RD E HI L L I ARD RD UN I ON P A C I F I C R A I L R OAD PROP. R.O.W. M A TC H L I NE STA .104 6 + 00 M A TC H L I NE STA .908+ 00 } NBFR { IH 35 } NBFR } NBFR RAMP ELMN35 RAMP N35BLV BLSBFR1-21 BLNBFR-21 CL35-13 P R O P . R . O . W . E X I S T . R . O . W . E X I S T . R . O . W. E X I S T . R . O . W . ELMN35-1 ELMN35-2 N35BLV-1 N35BLV-2 S35ELM-1 S35ELM-4 S35ELM-3 E X I S T . R . O . W . P R O P . R . O . W . 2. 0% 2. 0% 2. 0% S35ELM-2 RAMP S35ELM 680 600 620 640 660 4 2. 5% 2. 0% 2. 0% 2. 5% 200 FEET SCALE 50 0 100 100 PRELIMINARY SUBJECT TO REVISION LEGEND WETLAND AREA F L OOD P L A I N A R E A C ON T R O L O F A CC E SS B Y P O L I C E P O W E R P R O P O S E D C ON T R O L O F A CC E SS E X I S T I NG D R A I NAG E E A S E M E N T PROPOSED R.O.W. EXISTING R.O.W. 200 FEET SCALE 50 0 100 100 LEGEND WETLAND AREA F L OOD P L A I N A R E A C ON T R O L O F A CC E SS B Y P O L I C E P O W E R P R O P O S E D C ON T R O L O F A CC E SS E X I S T I NG D R A I NAG E E A S E M E N T PROPOSED R.O.W. EXISTING R.O.W. 640 660 680 700 720 640 660 680 700 720 SOUTHBOUND FRONTAGE RD IH 35 MAINLANES 600 620 640 660 680 700 NORTHBOUND FRONTAGE RD 620 640 660 680 700 720 640 660 680 700 720 620 IH 35 MAINLANES SOUTHBOUND FRONTAGE RD 600 620 640 660 680 700 NORTHBOUND FRONTAGE RD RAMP S35ELM RAMP ELMN35 RAMP N35BLV PROPOSED PGL @ { EXISTING GROUND EXISTING GROUND PROPOSED PGL @ { EXISTING GROUND PROPOSED PGL @ { EXISTING GROUND PROPOSED PGL @ { PROPOSED PGL @ { EXISTING GROUND } NBFR STA. 992+02.10 BEGIN BRIDGE } NBFR STA. 993+22.10 END BRIDGE } SBFR1 } SBFR1 } SBFR1 } SBFR1 Old Blevins Rd 1/2 MILE EXIT 314 EXIT 314 Old Blevins Rd EXIT 311 Big Elm Rd EXIT 311 Big Elm Rd 1/2 MILE 4’x3’ SBC 4’x3’ SBC 4-6’x3’ MBC 4’x3’ SBC 4’x3’ SBC 4-6’x3’ MBC 4’x3’ SBC 4’x3’ SBC 4-6’x3’ MBC 2-36" RCP 2-36" RCP 2-36" RCP 3-36" RCP 3-36" RCP 3-36" RCP 4-36" RCP 4-36" RCP 4-36" RCP 4-36" RCP 4-36" RCP 4-36" RCP 2-36" RCP 2-36" RCP 4’x3’ SBC 4-6’x3’ MBC 2-36" RCP 3-36" RCP 4-36" RCP 4-36" RCP { IH 35 STA. 997+04.89 BEGIN BRIDGE { IH 35 STA. 998+24.89 END BRIDGE 2-4’x2’ MBC RADIUS = 12,000.00’ BLNBFR-21 PI STATION = 1012+91.20 NORTHING = 10,440,812.2405 EASTING = 3,255,181.4053 TANGENT = 1,056.30’ LENGTH = 2,107.16’ ELEV. 699.32 } NBFR STA. 927+24.48 BEGIN RAMP PROFILE 4’x3’ SBC 2-36" RCP 2-4’x2’ MBC RAD=25’ RAD=25’ RAD=25’ RAD=25’ RAD=25’ RAD=25’ RAD=60’ RAD=35’ RAD=60’ RAD=35’ RAD=25’ 2-8’x8’ MBC 2-8’x8’ MBC 2-8’x8’ MBC 2-8’x8’ MBC 2-8’x8’ MBC 2-8’x8’ MBC PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT + 65 2. 0% + 80 2. 5% + 30 2. 0% + 50 2. 5% + 00 2 . 0 % + 80 2. 5% E X I T 3 1 4 E X I T 3 1 1 720 700 680 660 CR 498 MATCH EXIST. { CR498 STA. 10+97.21 BEGIN PROFILE ELEV. 709.42 MATCH SBFR1 PROFILE { CR498 STA. 14+97.77 END PROFILE SHEET 4 } SBFR1 STA. 975+14.48 BEGIN BRIDGE } SBFR1 STA. 976+34.48 END BRIDGE BLVS35-4 PI STATION = 26+74.66 BLVS35-4 NORTHING = 10,431,137.3160 EASTING = 3,250,353.7934 RADIUS = 2,864.79’ TANGENT = 68.04’ LENGTH = 136.06’ RADIUS = 2,864.79’ ELMN35-1 PI STATION = 11+00.04 NORTHING = 10,432,531.8603 EASTING = 3,251,332.7821 TANGENT = 100.04’ LENGTH = 200.00’ EASTING = 3,251,495.2445 ELMN35-2 PI STATION = 15+54.78 NORTHING = 10,432,956.6742 RADIUS = 2,864.79’ TANGENT = 70.49’ LENGTH = 140.95’ TANGENT = 70.49’ ELMN35-3 PI STATION = 20+90.12 NORTHING = 10,433,446.7171 EASTING = 3,251,710.8435 RADIUS = 2,864.79’ LENGTH = 140.95’ ELMN35-3 ELMN35-4 RADIUS = 2,864.79’ TANGENT = 100.04’ S35ELM-1 PI STATION = 11+00.04 NORTHING = 10,437,111.7008 EASTING = 3,253,130.6171 LENGTH = 200.00’ EASTING = 3,253,321.1373 LENGTH = 200.00’ N35BLV-1 PI STATION = 11+00.04 NORTHING = 10,437,049.4695 RADIUS = 2,864.79’ TANGENT = 100.04’ EASTING = 3,253,319.0351 PI STATION = 14+89.48 S35ELM-2 NORTHING = 10,437,452.6193 RADIUS = 2,864.79’ TANGENT = 86.41’ LENGTH = 172.77’ EASTING = 3,253,764.0518 N35BLV-2 PI STATION = 20+15.61 NORTHING = 10,437,850.8669 RADIUS = 2,864.79’ TANGENT = 70.29’ LENGTH = 140.56’ PI STATION = 25+07.48 S35ELM-3 NORTHING = 10,438,371.7034 EASTING = 3,253,756.8854 RADIUS = 2,864.79’ TANGENT = 142.70’ LENGTH = 285.17’ NORTHING = 10,438,323.6646 N35BLV-3 PI STATION = 25+42.14 EASTING = 3,253,995.8495 RADIUS = 2,864.79’ TANGENT = 70.29’ LENGTH = 140.56’ N35BLV-3 PROPOSED DRAINAGE EASEMENT PI STATION = 29+17.75 N35BLV-4 NORTHING = 10,438,652.4306 EASTING = 3,254,177.5512 RADIUS = 2,864.79’ TANGENT = 100.04’ LENGTH = 200.00’ N35BLV-4 NORTHING = 10,438,876.0236 PI STATION = 30+96.69 S35ELM-4 EASTING = 3,254,062.0299 RADIUS = 2,864.79’ TANGENT = 156.36’ LENGTH = 312.40’ RADIUS = 15,000.00’ CL35-13 PI STATION = 1016+79.85 NORTHING = 10,440,782.1523 EASTING = 3,255,002.0102 TANGENT = 851.89’ LENGTH = 1,701.95’ EASTING = 3,254,955.9489 BLSBFR1-21 PI STATION = 996+34.75 NORTHING = 10,441,038.9343 RADIUS = 15,000.00’ TANGENT = 920.89’ LENGTH = 1,839.47’ { IH 35 { IH 35 + 45 2. 5% + 00 2. 0% + 65 2. 5% EASTING = 3,251,935.6842 ELMN35-4 PI STATION = 27+19.55 NORTHING = 10,434,034.6404 RADIUS = 2,864.79’ TANGENT = 77.34’ LENGTH = 154.64’ + 55 2. 0% 2. 0% + 7 5 2 . 0 % + 50 2. 5% ELEV. 708.17 { 35 STA. 940+15.19 END RAMP PROFILE ELEV. 665.66 } SBFR1 STA. 957+79.76 BEGIN RAMP PROFILE ELEV. 643.29 { 35 STA. 992+06.78 END RAMP PROFILE ELEV. 667.47 { 35 STA. 981+30.69 BEGIN RAMP PROFILE ELEV. 644.57 } NBFR STA. 984+48.12 END RAMP PROFILE RETAINING WALL WALL RETAINING BLVS352NEW-1 BLVS352NEW-2 BLVS352NEW-3 BLVS352NEW-4 BLVS352NEW-5 EXISTING GROUND PROPOSED PGL @ { ELEV. 693.32 { 35 STA. 1027+40.76 BEGIN RAMP PROFILE ELEV. 704.57 } SBFR STA. 1014+90.38 END RAMP PROFILE RAMP BLVS352NEW 660 680 700 640 + 50 2. 5% + 00 2. 0% 2. 0% BLVS352NEW-1 PI STATION = 15+53.00 NORTHING = 10,441,255.0446 EASTING = 3,255,207.4481 RADIUS = 15,058.70’ TANGENT = 553.00’ LENGTH = 1,105.51’ BLVS352NEW-2 PI STATION = 22+15.32 NORTHING = 10,441,825.6859 EASTING = 3,255,544.6219 RADIUS = 6,000.00’ TANGENT = 109.81’ LENGTH = 219.59’ BLVS352NEW-3 PI STATION = 30+88.44 NORTHING = 10,442,593.1599 EASTING = 3,255,960.9895 RADIUS = 6,000.00’ TANGENT = 134.89’ LENGTH = 269.73’ BLVS352NEW-4 PI STATION = 33+74.66 NORTHING = 10,442,850.6686 EASTING = 3,256,086.0561 RADIUS = 2,864.79’ TANGENT = 151.39’ LENGTH = 302.49’ 713. 45 710. 75 VPI STA. 12+35.00 EL.= 714.65 ( + ) 0 . 478 % (-) 2 . 000 % L= 100.00’ K = 40 ex = -0.31’ 714. 00 714. 45 713. 35 711 . 35 689. 63 690. 37 691 . 38 692. 73 694. 09 695. 31 695. 96 697. 59 699. 03 700. 63 701 . 55 702. 45 703. 26 704. 52 706. 29 707. 27 707. 40 VPI STA. 26+00.00 EL.= 696.92 ( + ) 0 . 728 % ( + ) 1 . 65 7 % L= 150.00’ K = 161 ex = 0.17’ VPI STA. 30+00.00 EL.= 703.55 ( + ) 1 . 65 7 % ( + ) 1 . 067 % L= 150.00’ K = 254 ex = -0.11’ 25+00 30+00 694. 01 694. 73 695. 46 696. 19 697. 09 698. 57 700. 23 701 . 89 703. 44 690. 31 688. 99 687. 11 684. 72 681 . 54 677. 42 672. 97 667. 35 662. 47 659. 09 656. 95 653. 85 651 . 10 648. 89 646. 56 644. 56 642. 82 20+00 620 640 660 680 VPI STA. 20+00.00 EL.= 652.66 (-) 4 . 177 % (-) 1 . 777 % L= 340.00’ K = 142 ex = 1.02’ 665. 19 661 . 02 657. 01 653. 68 651 . 06 649. 11 647. 33 645. 56
Transcript of DEPARTMENT OF TRANSPORTATION SHEET 4 Big...
STATE OF TEXAS
STATE HIGHWAY IMPROVEMENT
DEPARTMENT OF TRANSPORTATION
SCHEMATIC OF PROPOSED
C
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Texas Department of Transportation
Zion
Mt
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&
2.5
EDDY
BRUCEVILLE-
Cre
ek
Big
Elm
Cre
ek
1,075
1,329
F
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C O U N T Y
1.9
STAMPEDE
1.7
PENDLETON
TROY
Creek
Elm
POP 1,395
FE
SA
NT
A
Pond
317
OENAVILLE
B
E
L
C
N
Y
B
E
Hoolia
Long
Cottonw
ood
Beulah
Grave
CEGO
Creek
Pond
1239
1239
Bruc
eville-
Eddy
City Limit
4.2
SF
RY
6.8
MOODY
POP
POP
Foster Branch
Fork
Deer
Creek
West
East
Fork
Deer
107
107
317
35
A
L
L
M C L E N N A N
4.2
AIRPORT
MUNICIPAL
DRAUGHTON-MILLER
Cedar
Cre
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Shine
Creek
Pepper
4.7
BigElm
Creek
Bra
nch
Big
Elm
Creek
Pecan
Cottonwood
Little
Creek
M-K-T
RR
AN
D
AT
CHIS
ON
TO
PE
KA
BELFALLS
Creek
Creek
Creek
6.8
Ratib
or
Salt
Creek
1237
1237
1237
935
363
935
438
53
2305
35
290
438
2086
2601
317
35
3369
L
O
U
T
F
A
L
L
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M-K-T R
R
6.3
6.0
1.9
1.3
4.8
935
2.1
Indian
Cre
ek
Bran
ch
South
Cow
North
BLEVINS
Deer
Creek
35
7
1239
1950
River
0.9
2.8
BAYOU
PLANT
6.6
SOUTH
CO
RP
(ABAN)
2671
28372837
317
2113
Texas A & M University
Research Center
SOUTHBOSQ
UE 3.
4
2.2
Pop 1,158
NORTH
CO
W
Bethany
FORK COW
BAYOU
6.7
UNIO
NP
ACIFIC
317
2837
35
2.9
Horne
LORENA
Lawson
8.5
RAIL
RO
AD
2416
2113
2113
SHEET OF 7
DESIGN SPEED: (e max = 0.06)
OTHER CROSSROADS 30 MPH
STATE CROSSROADS 50 MPH
RAMPS 50 MPH
RURAL FRONTAGE ROAD 50 MPH
URBAN FRONTAGE ROAD 50 MPH
SUBURBAN FRONTAGE ROAD 50 MPH
IH 35 MAINLANES 70 MPH
96,200 (2034)
TRAFFIC PROJECTIONS (ADT): 68,800 (2014)
ROBIN R. HANDEL P.E. NO. 86931
END PROJECT
BEGIN PROJECT
2009 by Texas Department of Transportation: all rights reserved.
(NORTH EDDY OVERPASS TO END PROJECT)
RURAL FRONTAGE ROAD (NORTH TROY OVERPASS TO SOUTH OF FM 107)
(SOUTH OF FM 107 TO NORTH EDDY OVERPASS)
URBAN FRONTAGE ROAD (SOUTH TROY UNDERPASS TO NORTH TROY OVERPASS)
SUBURBAN FRONTAGE ROAD (N LP 363 TO SOUTH TROY UNDERPASS)
FUNCTIONAL CLASS: RURAL FREEWAY
DISTRICT ENGINEER
PLANNING AND DEVELOPMENT
DIRECTOR OF TRANSPORTATION
AREA ENGINEER
AREA ENGINEER
DATE:
DATE:
DATE:
DATE:
DATE: 12/11/2012
1:5 VERTICAL
SCALE: 1:100 HORIZONTAL
CSJ: 0015-04-067, 0015-04-073, 0015-02-048, 0015-01-187
PROJECT LENGTH: 17.01 MILES
FROM N. LOOP 363 TO SOUTH FM 2837
JUNE 26, 2009
BELL, FALLS & MCLENNAN COUNTY
IH 35 SECTION 3A
WACO DISTRICT
TEMPLE FARMS INVESTMENTS, INC.TEMPLE FARMS INVESTMENTS, INC. KMBS JOINT VENTURE
GERALD C. MCLAUGHLIN
SUNHILL SETTLEMENT CAB A, SLIDE D
GERALD C. MCLAUGHLIN
SUNHILL SETTLEMENT CAB A, SLIDE D
COUNTY DEVELOPERS, INC.
WILLIAM LEE
WILLIAM LEE
WILLIAM LEE
ROBERT & RICHARD VELASQUEZ
EXIT 311 PROPERTIES, L.P.
EDDIE WEEMS
CHANNEL ROW
J.H GUNN
CHANNEL ROW
JOHN T. ELLIOT
CHANNEL ROW
JOHN F. LANCASTER
25+00
PC
26
+06.6
1
PT 27
+4
2.6
8
PC
10
+00.0
0
10+00
PT 12
+00.0
0
PC
14
+03.0
7
15+00 PT
15
+7
5.8
4
20+00
PC
23
+64.7
8
25+00
PT 26
+4
9.9
5
PC
29
+4
0.3
4
30+00 PT 32
+52.7
4
PC
10
+00.0
0
10+00
PT 12
+00.0
0
15+00
PC
19
+4
5.3
1
20+00 PT 2
0+85.8
7
PC
24
+7
1.8
5
25+00
PT 26
+12.4
1
PC
28
+17.7
1
30+00PT 30
+17.7
1
PC
10
+00.0
0
10+00
PT 12
+00.0
0
PC
14
+84.2
9
15+00
PT 16
+25.2
4
20+00PC
20
+19.6
3
PT 21+60.5
9
25+00
PC
26
+4
2.2
0
PT 27
+96.8
5
905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 PC
1002
+23.4
7
1005+001010+00
1015+00
1020+00
PT 1021+4
9.4
3
1025+00
1030+00
1035+00
1040+00
890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 PC
98
7+13.8
6
990+00995+00
1000+00
1005+00 PT 1005
+53.3
3
1010+00
1015+00
1020+00910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 P
C
1008
+27.9
6
1010+001015+00
1020+00
1025+00
1030+00
PT 1032
+4
1.7
5
1035+00
1040+00
1045+00PC
104
5+02.7
6
PC
10
+00.0
0
10+0015+00
20+00 PR
C
21+05.5
1
PT 23
+25.1
0
25+00
PC
29
+53.5
5
30+00 PR
C
32
+23.2
8
35+00PT 35
+25.7
7
68
9.7
8
68
9.3
5
68
8.8
2
68
8.8
9
68
8.5
5
68
8.2
4
68
8.0
4
68
8.2
4
68
9.3
3
68
9.2
2
68
8.0
4
68
7.7
7
68
7.6
8
68
7.4
4
68
7.8
6
68
8.0
0
68
8.8
2
68
9.2
2
690.2
8
691.9
6
693.1
5
695.2
7
695.8
4
696.8
7
698.3
5
699.6
9
701.4
3
702.6
7
704.0
7
705.7
0
707.0
4
708.2
2
710.0
2
710.1
1
710.5
7
711.0
2
711.3
8
711.6
0
711.6
4
711.4
8
711.5
6
712.1
5
712.1
6
711.6
5
713.2
0
712.4
1
711.2
7
708.8
1
705.5
2
701.6
4
700.9
1
700.8
7
702.6
3
705.1
5
706.2
2
705.2
1
703.1
2
700.3
4
699.2
4
699.3
4
699.8
3
699.3
8
699.1
2
699.1
1
698.5
6
697.2
7
695.8
5
694.1
9
692.0
4
68
9.7
7
68
8.0
3
68
5.3
7
68
0.0
5
67
1.9
5
664.4
5
65
7.7
0
65
0.7
0
64
5.6
4
65
0.0
1
65
2.2
6
65
5.7
9
660.5
2
661.2
1
65
8.3
2
65
2.1
3
64
9.5
2
64
8.0
5
64
5.9
0
64
1.3
3
63
8.6
7
63
4.8
9
63
2.8
6
63
8.2
3
63
8.9
0
63
9.7
7
64
2.3
4
64
6.4
2
65
0.7
1
65
3.1
9
65
4.8
6
65
6.6
5
65
8.5
7
65
9.0
1
660.9
9
664.0
1
668.5
1
67
1.6
9
67
4.1
1
67
6.2
5
67
8.9
6
68
1.3
6
68
3.4
8
68
5.6
9
68
7.3
1
68
8.4
1
68
9.5
3
690.0
4
690.7
4
690.9
8
691.6
4
692.8
1
694.2
8
695.2
3
695.9
1
696.7
4
698.2
3
699.2
9
700.6
8
702.2
8
703.0
0
704.0
0
705.4
0
706.7
9
707.4
0
707.9
2
708.1
6
707.7
5
709.6
2
707.8
7
708.6
3
885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00
68
9.9
2
690.5
7
690.4
5
68
9.9
4
68
9.4
4
68
8.9
3
68
8.8
0
68
9.2
3
68
9.7
3
690.0
7
68
9.7
8
68
9.2
8
68
9.2
8
690.1
9
691.1
7
691.2
5
690.7
5
690.7
1
691.6
5
692.8
8
694.1
1
695.3
3
696.5
6
697.7
9
699.0
2
700.2
5
701.4
7
702.7
0
703.9
3
705.1
6
706.3
9
707.6
1
708.8
4
709.9
3
710.5
7
711.0
7
711.5
7
712.0
7
712.5
7
713.0
7
713.5
7
714.0
7
714.5
3
714.1
9
712.9
0
711.4
9
710.0
8
708.6
7
707.2
6
705.8
5
704.7
6
704.6
6
704.9
1
704.5
5
704.0
5
703.5
4
703.0
4
702.5
4
702.0
4
701.5
4
701.0
3
700.5
3
699.9
7
699.1
5
698.2
3
697.3
0
696.1
0
693.7
7
690.2
9
68
5.7
8
68
1.1
2
67
6.4
7
67
1.8
2
667.1
6
662.7
6
65
9.3
5
65
6.9
6
65
5.6
1
65
5.2
8
65
5.9
9
65
7.6
3
65
8.7
7
65
8.7
4
65
7.5
4
65
5.1
8
65
2.1
8
64
9.9
8
64
8.8
1
64
8.3
0
64
7.8
0
64
7.3
0
64
6.8
0
64
6.3
0
64
5.8
2
64
6.0
4
64
7.3
0
64
9.5
0
65
1.9
0
65
4.2
9
65
6.6
8
65
9.0
7
661.4
6
663.8
5
666.2
4
668.6
3
67
1.0
2
67
3.4
1
67
5.8
1
67
8.2
0
68
0.5
9
68
2.9
8
68
5.3
7
68
7.7
6
690.0
5
691.4
7
692.3
3
693.1
9
694.0
5
694.9
1
695.7
7
696.6
2
697.4
8
698.3
4
699.2
0
700.0
6
700.9
2
701.7
8
702.6
4
703.5
0
704.3
5
705.2
1
706.0
7
706.9
3
707.7
9
708.6
5
709.3
7
709.2
8
708.7
8
708.2
8
707.7
8
ST
A.
95
7+7
9.7
6
BE
GIN
RA
MP
S3
5E
LM
HW100 = 648.37
TW100 = 643.00
VPI STA. 886+20.00
EL.= 690.85
(+) 0.776%(-) 0.504%
L= 150.00’
K = 117
ex = -0.24’
VPI STA. 890+70.00
EL.= 688.58
(-) 0.504%(+) 0.501%
L= 150.00’
K = 149
ex = 0.19’
VPI STA. 894+05.00
EL.= 690.26
(+) 0.501%(-) 0.502%
L= 150.00’
K = 150
ex = -0.19’
VPI STA. 896+80.00
EL.= 688.88
(-) 0.502%(+) 1.088%
L= 160.00’
K = 101
ex = 0.32’
VPI STA. 899+30.00
EL.= 691.60
(+) 1.088%(-) 0.500%
L= 150.00’
K = 94
ex = -0.30’
VPI STA. 901+90.00
EL.= 690.30
(-) 0.500%(+) 1.228%
L= 170.00’
K = 98
ex = 0.37’
VPI STA. 918+00.00
EL.= 710.07
(+) 1.228% (+) 0.500%
L= 150.00’
K = 206
ex = -0.14’
VPI STA. 927+60.00
EL.= 714.87
(+) 0.500%(-) 1.409%
L= 170.00’
K = 89
ex = -0.41’
VPI STA. 935+15.00
EL.= 704.23
(-) 1.409% (+) 0.497%
L= 190.00’
K = 100
ex = 0.45’
VPI STA. 936+90.00
EL.= 705.10
(+) 0.497% (-) 0.502%
L= 150.00’
K = 150
ex = -0.19’
VPI STA. 947+10.00
EL.= 699.98
(-) 0.502%(-) 0.923%
L= 150.00’
K = 356
ex = -0.08’
VPI STA. 951+90.00
EL.= 695.55
(-) 0.923% (-) 4.653%
L= 320.00’
K = 86
ex = -1.49’
VPI STA. 961+45.00
EL.= 651.11
(-) 4.653%(+) 1.840
%
L= 630.00’
K = 97
ex = 5.11’
VPI STA. 967+00.00
EL.= 661.32
(+) 1.840% (-) 3.069%
L= 420.00’
K = 86
ex = -2.58’
VPI STA. 970+90.00
EL.= 649.35
(-) 3.069% (-) 0.500%
L= 250.00’
K = 97
ex = 0.80’
VPI STA. 979+20.00
EL.= 645.20
(-) 0.500% (+) 2.391%
L= 280.00’
K = 97
ex = 1.01’
VPI STA. 998+30.00
EL.= 690.87
(+) 2.391%(+) 0.859%
L= 150.00’
K = 98
ex = -0.29’
VPI STA. 1020+20.00
EL.= 709.68
(+) 0.859%(-) 0.500%
L= 150.00’
K = 110
ex = -0.25’
ST
A. 1014
+90.3
8
EN
D
RA
MP
BL
VS352
NE
W
686.0
5
686.8
0
686.9
8
687.1
7
687.3
6
687.2
6
687.1
5
687.1
6
687.4
2
687.7
8
687.9
4
688.0
5
688.2
8
688.3
4
688.7
3
689.4
3
690.0
8
690.9
3
692.1
3
693.3
7
694.6
5
695.8
5
697.1
1
698.3
6
699.6
8
700.8
7
702.1
7
703.5
4
704.9
5
706.1
1
707.3
5
708.2
9
709.1
7
709.7
9
710.3
1
710.6
6
710.8
3
710.7
2
710.6
5
710.6
1
710.7
4
710.4
4
710.0
9
709.3
3
708.2
7
706.9
0
705.4
5
704.1
0
702.7
7
701.5
2
700.6
0
699.8
3
699.4
4
698.7
7
698.2
8
697.6
2
697.1
1
697.0
0
696.6
2
696.2
9
696.1
8
696.0
3
695.8
5
695.8
1
695.8
1
695.5
1
694.6
3
693.3
6
691.2
0
688.5
8
685.4
4
681.7
6
67
7.1
6
67
2.2
4
667.6
2
663.2
2
659.0
5
655.6
5
653.4
8
651.8
2
650.5
2
64
9.1
1
64
7.7
7
64
6.3
4
64
4.8
7
64
3.5
9
64
2.3
2
64
1.3
3
64
0.4
9
638.7
8
634.3
4
64
0.4
2
64
0.9
0
64
1.7
9
64
3.7
2
64
6.4
2
64
9.3
7
652.1
5
654.9
6
657.3
0
659.6
7
662.2
0
664.6
5
666.9
0
669.3
9
67
1.5
8
67
3.6
0
67
6.3
0
67
8.9
5
681.5
0
683.1
7
684.9
5
685.7
3
686.4
0
686.9
4
687.6
8
688.3
0
688.6
7
689.0
3
689.3
8
689.9
3
690.5
2
691.2
0
692.0
6
692.7
9
693.5
0
694.0
8
694.7
7
695.4
7
695.9
9
696.7
9
697.6
4
698.3
8
699.1
7
699.8
8
700.3
8
701.0
2
701.7
6
702.3
7
910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 1025+00 1030+00 1035+00 1040+00 1045+00
689.4
7
689.9
7
690.4
7
690.9
7
691.4
7
691.9
8
692.4
8
692.9
8
693.4
8
693.9
8
694.4
8
694.9
8
695.4
9
695.9
9
696.4
9
696.9
9
697.4
9
697.9
9
698.5
0
699.0
0
699.5
0
700.0
0
700.5
0
701.0
0
701.5
1
702.0
1
702.5
1
703.1
8
704.2
3
705.5
3
706.8
3
708.1
3
709.4
3
710.7
3
712.0
3
713.3
1
714.2
6
714.8
2
714.9
7
714.7
1
714.0
6
713.0
8
712.0
8
711.0
8
710.0
8
709.0
8
708.0
8
707.0
8
706.0
8
705.0
8
704.0
8
703.1
3
702.4
0
701.8
8
701.3
8
700.8
8
700.3
7
699.8
7
699.3
7
698.8
7
698.3
7
697.8
7
697.3
7
696.8
4
696.0
0
694.7
5
693.1
0
691.0
5
688.6
0
685.7
4
682.4
8
67
8.8
6
67
5.1
7
67
1.4
9
667.8
1
664.2
0
661.0
6
658.4
7
656.4
3
654.9
3
653.9
8
653.4
4
652.9
3
652.4
1
651.9
0
651.3
8
650.8
7
650.3
5
64
9.8
4
64
9.3
3
64
8.8
1
64
8.3
0
64
8.0
6
64
8.3
5
64
9.2
0
650.5
8
652.5
1
654.8
8
657.3
0
659.7
1
662.1
3
664.5
4
666.9
6
669.3
7
67
1.7
9
67
4.2
0
67
6.6
2
67
9.0
3
681.4
5
683.8
6
686.0
1
687.7
7
689.1
4
690.1
1
690.8
9
691.6
8
692.4
7
693.2
6
694.0
5
694.8
3
695.6
2
696.4
1
697.2
0
697.9
9
698.7
8
699.5
6
700.3
5
701.1
4
701.9
3
702.7
2
703.5
0
704.2
9
705.0
8
705.8
7
706.6
6
707.4
5
708.2
3
709.0
2
709.8
1
ST
A.
92
7+2
4.4
8
BE
GIN
RA
MP
EL
MN
35
ST
A.
98
4+4
8.1
2
EN
D
RA
MP
N3
5B
LV
TW100 = 634.58
TW100 = 643.00
(-) 0.498%
VPI STA. 905+40.00
EL.= 684.13
(-) 0.498% (+) 0.760%
L= 150.00’
K = 119
ex = 0.24’
VPI STA. 938+40.00
EL.= 709.19
(+) 0.760% (-) 0.500%
L= 150.00’
K = 119
ex = -0.24’VPI STA. 948+45.00
EL.= 704.17
(-) 0.500% (-) 1.500%
L= 150.00’
K = 150
ex = -0.19’
(-) 1.500% (-) 0.500%
VPI STA. 973+25.00
EL.= 686.67
(-) 0.500% (-) 4.499%
L= 340.00’
K = 85
ex = -1.70’
VPI STA. 983+20.00
EL.= 641.90
(-) 4.499% (+) 0.545%
L= 189.95’
K = 38
ex = 1.20’
VPI STA. 992+65.00
EL.= 647.05
(+) 0.545% (-) 0.557%
L= 150.00’
K = 136
ex = -0.21’
VPI STA. 996+60.00
EL.= 644.85
(-) 0.557% (+) 2.350%
L= 280.00’
K = 96
ex = 1.02’
VPI STA. 1012+30.00
EL.= 681.75
(+) 2.350% (+) 0.649%
L= 150.13’
K = 88
ex = -0.32’
(+) 0.649% (+) 1.433%
681.6
0
681.6
2
681.7
4
681.5
8
681.7
6
682.0
6
682.5
0
683.2
8
684.2
1
684.9
4
685.8
3
686.5
9
687.3
7
687.9
7
688.4
5
688.9
4
689.6
1
690.2
8
691.0
1
692.0
4
693.2
1
694.2
2
695.3
5
696.4
8
697.7
0
698.8
9
699.9
7
700.9
6
702.1
0
703.0
3
703.7
7
704.3
6
704.9
0
705.4
3
705.8
7
706.0
4
706.0
7
706.2
1
706.2
0
706.3
6
706.5
6
706.6
0
706.3
7
705.9
7
705.3
9
704.5
8
703.5
4
702.5
0
701.3
3
700.2
7
699.1
8
698.2
5
697.4
9
696.5
1
695.5
7
694.5
5
693.8
5
692.9
4
692.1
0
691.4
8
691.0
6
690.9
2
690.6
6
690.5
6
690.5
4
690.6
2
690.4
8
690.2
1
689.6
0
688.1
8
686.5
5
683.2
2
67
9.1
4
67
4.4
4
669.9
5
665.2
4
661.1
3
657.0
3
653.4
0
650.5
9
64
8.7
6
64
7.1
9
64
5.7
6
64
4.2
8
64
2.9
4
64
1.6
5
64
0.7
6
64
0.2
2
64
0.1
5
64
0.3
9
635.9
8
64
0.0
8
64
1.0
2
64
2.8
3
64
5.8
0
64
8.4
0
650.9
6
653.2
9
655.6
7
657.7
1
660.0
6
662.5
1
664.6
1
666.9
4
669.1
3
67
1.2
6
67
3.5
2
67
5.6
2
67
7.5
6
67
9.3
1
680.8
6
681.9
1
682.5
6
682.9
4
683.0
6
683.2
6
683.5
5
683.7
1
683.7
0
683.9
5
684.3
8
685.1
7
685.4
4
686.4
3
687.3
9
688.2
5
688.9
5
689.9
0
690.6
2
691.1
1
691.4
9
691.8
6
692.2
9
692.5
7
693.7
4
693.5
2
694.2
4
694.7
1
696.3
1
696.5
5
905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 1025+00 1030+00 1035+00 1040+00
685.2
3
684.8
3
684.3
8
684.6
0
685.3
5
686.1
0
686.8
6
687.6
2
688.3
8
689.1
4
689.9
0
690.6
6
691.4
2
692.1
8
692.9
4
693.7
0
694.4
6
695.2
2
695.9
8
696.7
4
697.5
0
698.2
6
699.0
2
699.7
8
700.5
4
701.3
0
702.0
6
702.8
1
703.5
7
704.3
3
705.0
9
705.8
5
706.6
1
707.3
7
708.1
3
708.8
4
708.8
9
708.3
9
707.8
9
707.3
9
706.8
9
706.3
9
705.8
9
705.3
9
704.8
9
704.3
6
703.3
3
701.8
4
700.3
4
698.8
4
697.4
0
696.3
7
695.7
9
695.2
9
694.7
9
694.2
9
693.7
9
693.2
9
692.7
9
692.2
9
691.7
9
691.2
9
690.7
9
690.2
9
689.7
9
689.2
9
688.7
9
688.2
9
687.7
9
687.1
8
685.5
6
682.7
6
67
8.8
0
67
4.3
0
669.8
0
665.3
0
660.8
0
656.3
0
651.8
0
64
7.3
0
64
3.5
5
64
2.3
7
64
2.8
8
64
3.4
3
64
3.9
7
64
4.5
2
64
5.0
6
64
5.6
1
64
6.1
5
64
6.6
9
64
6.8
0
64
6.3
0
64
5.7
4
64
5.5
2
64
6.3
1
64
8.1
4
650.4
9
652.8
4
655.1
9
657.5
4
659.8
9
662.2
4
664.5
9
666.9
4
669.2
9
67
1.6
4
67
3.9
9
67
6.3
4
67
8.6
9
680.9
3
682.2
0
682.8
5
683.5
0
684.1
5
684.8
0
685.4
5
686.1
0
686.7
4
687.3
9
688.0
4
688.6
9
689.3
4
689.9
9
690.6
4
691.2
8
691.9
3
692.5
8
693.2
3
693.8
8
694.5
3
695.1
8
695.8
2
696.4
7
697.1
2
697.7
7
698.4
2
699.0
7
699.7
3
700.7
7
702.1
5
STA. 940+15.19
END RAMP ELMN35
ST
A.
981+30.6
9
BE
GIN
RA
MP
N35
BL
V
ST
A.
992
+06.7
8
EN
D
RA
MP
S35
EL
M
VPI STA. 935+10.00
EL.= 703.06
(+) 0.502% (+) 1.300%
L= 210.00’
K = 263
ex = 0.21’
VPI STA. 945+50.00
EL.= 716.58
(+) 1.300% (-) 1.000%
L= 570.00’
K = 248
ex = -1.64’
(-) 1.000% (-) 0.501%
L= 210.00’
K = 421
ex = 0.13’
VPI STA. 974+60.00
EL.= 695.06
(-) 0.501% (-) 3.682%
L= 790.00’
K = 248
ex = -3.14’
VPI STA. 985+40.00
EL.= 655.29
(-) 3.682% (-) 0.514%
L= 580.00’
K = 183
ex = 2.30’
VPI STA. 1001+70.00
EL.= 646.91
(-) 0.514% (+) 2.415%
L= 540.00’
K = 184
ex = 1.98’
VPI STA. 1018+90.00
EL.= 688.45
(+) 2.415% (+) 0.788%
L= 410.00’
K = 252
ex = -0.83’
ST
A. 1027
+40.7
6
BE
GIN
RA
MP
BL
VS352
NE
W
SHEET 4
12’ 12’4’
} NBFR
{ IH 35
SHLDR
EXISTING
GROUND
PGL
30’
CLEAR ZONE
59’ PROPOSED WIDTH
6’ 12’ 12’ 12’ 10’10’
SHLDRSHLDR
2.0%
BOTTOM
FLAT
6:1 USUAL
8’
SHLDR12’12’ 4’
SHLDR
PGL
30’
CLEAR ZONE
59’ PROPOSED WIDTH
12’12’12’10’ 10’
SHLDR SHLDR
2.0%
BOTTOM
FLAT
6:1 USUAL
8’
SHLDR
EXISTING
GROUND
50:1
10’
30’
65’
} SBFR
10:1 USUAL
4:1 MAX*
6’
75’ USUAL
16’
2.0%
SLOPE
BREAK
430’ USUAL
37’
2.5%
SLOPE
BREAK
6’
16’
6:1 4:150:1
30’
10’
2.0% 2.5%PGL
75’ USUAL
37’
10:1 USUAL4:1 MAX* 4:1 MAX*
4:1 MAX*DITCH !
3’ MIN. BELOW
PVMT. SURFACE
5’ MIN
5’ MIN
215’ USUAL215’ USUAL
AT CROSS STREETS
MAX 1.5% CROSS SLOPE
**
*
**
**
CLEAR ZONE
CLEAR ZONE
4:1 MAX
SECTION
FILL
DITCH SECTION
{ EXIST. SBFR
*
PR
OP .
R.O.W.
EXISTING FRONTAGE ROAD CENTERLINEPROPOSED NBFR BASELINE SET 12’ LEFT OF
VARIES
EXIS
T.
R.O.W.
30’
CLEAR ZONECLEAR ZONE
30’
SHLDR
4’
LANE
14’
} RAMP
8’
SHLDR
2.0%
SHLDR
4’
LANE
14’
} RAMP
8’
SHLDR
TYP.
TYPE I CURB
2.0%
ENTRANCE/EXIT RAMP
URBAN
ENTRANCE/EXIT RAMP
SUBURBAN/RURAL
STA. 908+00 TO 1046+00
IH 35 PROPOSED SECTION
FRONTAGE ROAD
RURAL
FRONTAGE ROAD
RURAL
691.3
5
692.3
0
693.2
8
695.8
2
697.3
2
698.6
5
700.0
6
701.1
8
702.2
1
702.9
6
702.8
4
703.0
6
705.0
2
707.0
3
707.9
7
708.6
6
20+00
675
695
715
VPI STA. 19+50.00
EL.= 701.22
(+) 0.667% (+) 1.348%
L= 100.00’
K = 147
ex = 0.09’
699.5
5
700.2
2
700.8
9
701.8
9
703.2
4
704.5
9
705.9
4
707.2
9
68
5.6
1
68
6.3
7
68
1.8
6
67
3.8
1
665.8
6
65
9.6
6
65
2.5
2
64
0.3
4
64
9.3
7
65
0.8
6
65
3.9
8
65
8.7
7
660.5
0
65
8.9
7
65
1.7
1
64
8.5
4
64
5.3
4
20+00 25+00
VPI STA. 25+20.00
EL.= 641.96
(-) 2.512% (+) 0.588%
L= 440.00’
K = 142
ex = 1.71’
20+00 25+00
665.0
7
662.5
6
660.0
5
65
7.5
3
65
5.0
2
65
2.5
1
65
0.0
0
64
7.4
9
64
5.3
3
64
3.8
7
64
3.1
2
64
3.0
7
690.3
1
68
8.9
9
68
7.1
1
68
4.7
2
68
1.5
4
67
7.4
2
67
2.9
7
667.3
5
662.4
7
65
9.0
9
65
6.9
5
65
3.8
5
65
1.1
0
64
8.8
9
64
6.5
6
64
4.5
6
64
2.8
2
20+00
620
640
660
680 VPI STA. 20+00.00
EL.= 652.66
(-) 4.177%(-) 1.777%
L= 340.00’
K = 142
ex = 1.02’
665.1
9
661.0
2
65
7.0
1
65
3.6
8
65
1.0
6
64
9.1
1
64
7.3
3
64
5.5
6
or permit purposes.
Not for construction, bidding,
ROBIN R. HANDEL
86931 12/11/2012
El T
ejano B
allro
om
Two V
acant B
uildin
gs
CR 499
CR 498
SU
NHIL
L
DR
CR 452
BE
LL
CO
UN
TY
FA
LLS
CO
UN
TY
DEER CREEK
CH
RIS
TOP
HE
R
DR
HIL
LSID
E
DR
W
HIL
LIA
RD
RD
E
HIL
LIA
RD
RD
UNION PACIFIC RAILROAD
PROP. R.O.W.
MA
TC
H
LIN
E
ST
A.
104
6+00
MA
TC
H
LIN
E
ST
A.
908
+00
} NBFR
{ IH 35
} NBFR
} NBFR
RAMP ELMN35 RAMP N35BLV
BLSBFR1-21
BLNBFR-21
CL35-13
PROP. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
ELMN35-1
ELMN35-2
N35BLV-1N35BLV-2
S35ELM-1
S35ELM-4
S35ELM-3
EXIST. R.O.W.
PROP. R.O.W.
2.0
%
2.0
%
2.0
%
S35ELM-2
RAMP S35ELM
680
600
620
640
660
4
2.5
%2.0
%2.0
%2.5
%
200
FEETSCALE
50 0100 100
PRELIMINARY
SUBJECT TO REVISION
LEGEND
WETLAND AREA
FLOOD PLAIN AREA
CONTROL OF ACCESS BY POLICE POWER
PROPOSED CONTROL OF ACCESS
EXISTING DRAINAGE EASEMENT
PROPOSED R.O.W.
EXISTING R.O.W.
200
FEETSCALE
50 0100 100
LEGEND
WETLAND AREA
FLOOD PLAIN AREA
CONTROL OF ACCESS BY POLICE POWER
PROPOSED CONTROL OF ACCESS
EXISTING DRAINAGE EASEMENT
PROPOSED R.O.W.
EXISTING R.O.W.
640
660
680
700
720
640
660
680
700
720
SOUTHBOUND FRONTAGE RD
IH 35 MAINLANES
600
620
640
660
680
700
NORTHBOUND FRONTAGE RD
620
640
660
680
700
720
640
660
680
700
720
620
IH 35 MAINLANES
SOUTHBOUND FRONTAGE RD
600
620
640
660
680
700
NORTHBOUND FRONTAGE RD
RAMP S35ELM
RAMP ELMN35
RAMP N35BLV
PROPOSED PGL @ {
EXISTING GROUND
EXISTING GROUND
PROPOSED PGL @ {
EXISTING GROUND
PROPOSED PGL @ {
EXISTING GROUND
PROPOSED PGL @ {
PROPOSED PGL @ {
EXISTING GROUND
} NBFR STA. 992+02.10
BEGIN BRIDGE
} NBFR STA. 993+22.10
END BRIDGE
} SBFR1
} SBFR1
} SBFR1
} SBFR1
Old Blevins Rd
1/2 MILE
EXIT 314 EXIT 314
Old Blevins Rd
EXIT 311
Big Elm
Rd
EXIT 311
Big Elm
Rd
1/2 MILE
4’x3’ SBC
4’x3’ SBC 4-6’x3’ MBC
4’x3’ SBC 4’x3’ SBC 4-6’x3’ MBC
4’x3’ SBC
4’x3’ SBC 4-6’x3’ MBC
2-36" RCP
2-36" RCP
2-36" RCP
3-36" RCP
3-36" RCP
3-36" RCP
4-36" RCP
4-36" RCP
4-36" RCP
4-36" RCP
4-36" RCP
4-36" RCP
2-36" RCP
2-36" RCP
4’x3’ SBC
4-6’x3’ MBC 2-36" RCP
3-36" RCP
4-36" RCP
4-36" RCP
{ IH 35 STA. 997+04.89
BEGIN BRIDGE
{ IH 35 STA. 998+24.89
END BRIDGE
2-4’x2’ MBC
RADIUS = 12,000.00’
BLNBFR-21
PI STATION = 1012+91.20
NORTHING = 10,440,812.2405
EASTING = 3,255,181.4053
TANGENT = 1,056.30’
LENGTH = 2,107.16’
ELEV. 699.32
} NBFR STA. 927+24.48
BEGIN RAMP PROFILE
4’x3’ SBC 2-36" RCP
2-4’x2’ MBC
RAD=25’
RAD=25’
RAD=25’
RAD=25’
RAD=25’
RAD=25’
RAD=60’
RAD=35’
RAD=60’RAD=35’
RAD=25’
2-8’x8’ MBC
2-8’x8’ MBC
2-8’x8’ MBC
2-8’x8’ MBC
2-8’x8’ MBC
2-8’x8’ MBC
PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT
PROPOSED DRAINAGE EASEMENT
PROPOSED DRAINAGE EASEMENTPROPOSED DRAINAGE EASEMENT
PROPOSED DRAINAGE EASEMENT
+65
2.0
%
+80
2.5
%
+30
2.0
%
+50
2.5
%
+00
2.0
%
+80
2.5
%
EXIT
314
EXIT
311
720
700
680
660
CR 498
MATCH EXIST.
{ CR498 STA. 10+97.21
BEGIN PROFILE
ELEV. 709.42
MATCH SBFR1 PROFILE
{ CR498 STA. 14+97.77
END PROFILE
SHEET 4
} SBFR1 STA. 975+14.48
BEGIN BRIDGE
} SBFR1 STA. 976+34.48
END BRIDGE
BLVS35-4
PI STATION = 26+74.66
BLVS35-4
NORTHING = 10,431,137.3160
EASTING = 3,250,353.7934
RADIUS = 2,864.79’
TANGENT = 68.04’
LENGTH = 136.06’
RADIUS = 2,864.79’
ELMN35-1
PI STATION = 11+00.04
NORTHING = 10,432,531.8603
EASTING = 3,251,332.7821
TANGENT = 100.04’
LENGTH = 200.00’
EASTING = 3,251,495.2445
ELMN35-2
PI STATION = 15+54.78
NORTHING = 10,432,956.6742
RADIUS = 2,864.79’
TANGENT = 70.49’
LENGTH = 140.95’ TANGENT = 70.49’
ELMN35-3
PI STATION = 20+90.12
NORTHING = 10,433,446.7171
EASTING = 3,251,710.8435
RADIUS = 2,864.79’
LENGTH = 140.95’
ELMN35-3
ELMN35-4
RADIUS = 2,864.79’
TANGENT = 100.04’
S35ELM-1
PI STATION = 11+00.04
NORTHING = 10,437,111.7008
EASTING = 3,253,130.6171
LENGTH = 200.00’
EASTING = 3,253,321.1373
LENGTH = 200.00’
N35BLV-1
PI STATION = 11+00.04
NORTHING = 10,437,049.4695
RADIUS = 2,864.79’
TANGENT = 100.04’
EASTING = 3,253,319.0351
PI STATION = 14+89.48
S35ELM-2
NORTHING = 10,437,452.6193
RADIUS = 2,864.79’
TANGENT = 86.41’
LENGTH = 172.77’
EASTING = 3,253,764.0518
N35BLV-2
PI STATION = 20+15.61
NORTHING = 10,437,850.8669
RADIUS = 2,864.79’
TANGENT = 70.29’
LENGTH = 140.56’
PI STATION = 25+07.48
S35ELM-3
NORTHING = 10,438,371.7034
EASTING = 3,253,756.8854
RADIUS = 2,864.79’
TANGENT = 142.70’
LENGTH = 285.17’
NORTHING = 10,438,323.6646
N35BLV-3
PI STATION = 25+42.14
EASTING = 3,253,995.8495
RADIUS = 2,864.79’
TANGENT = 70.29’
LENGTH = 140.56’
N35BLV-3
PROPOSED DRAINAGE EASEMENT
PI STATION = 29+17.75
N35BLV-4
NORTHING = 10,438,652.4306
EASTING = 3,254,177.5512
RADIUS = 2,864.79’
TANGENT = 100.04’
LENGTH = 200.00’
N35BLV-4
NORTHING = 10,438,876.0236
PI STATION = 30+96.69
S35ELM-4
EASTING = 3,254,062.0299
RADIUS = 2,864.79’
TANGENT = 156.36’
LENGTH = 312.40’
RADIUS = 15,000.00’
CL35-13
PI STATION = 1016+79.85
NORTHING = 10,440,782.1523
EASTING = 3,255,002.0102
TANGENT = 851.89’
LENGTH = 1,701.95’
EASTING = 3,254,955.9489
BLSBFR1-21
PI STATION = 996+34.75
NORTHING = 10,441,038.9343
RADIUS = 15,000.00’
TANGENT = 920.89’
LENGTH = 1,839.47’
{ IH 35
{ IH 35
+4
52.5
%
+00
2.0
% +65
2.5
%
EASTING = 3,251,935.6842
ELMN35-4
PI STATION = 27+19.55
NORTHING = 10,434,034.6404
RADIUS = 2,864.79’
TANGENT = 77.34’
LENGTH = 154.64’
+5
52.0
%
2.0
%
+7
52.0
%
+50
2.5
%
ELEV. 708.17
{ 35 STA. 940+15.19
END RAMP PROFILE
ELEV. 665.66
} SBFR1 STA. 957+79.76
BEGIN RAMP PROFILE
ELEV. 643.29
{ 35 STA. 992+06.78
END RAMP PROFILE
ELEV. 667.47
{ 35 STA. 981+30.69
BEGIN RAMP PROFILEELEV. 644.57
} NBFR STA. 984+48.12
END RAMP PROFILE
RETAINING WALL
WALL
RETAINING
BLVS352NEW-1
BLVS352NEW-2
BLVS352NEW-3
BLVS352NEW-4
BLVS352NEW-5
EXISTING GROUND
PROPOSED PGL @ {
ELEV. 693.32
{ 35 STA. 1027+40.76
BEGIN RAMP PROFILEELEV. 704.57
} SBFR STA. 1014+90.38
END RAMP PROFILE
RAMP BLVS352NEW
660
680
700
640
+50
2.5
%
+00
2.0
%
2.0
%
BLVS352NEW-1
PI STATION = 15+53.00
NORTHING = 10,441,255.0446
EASTING = 3,255,207.4481
RADIUS = 15,058.70’
TANGENT = 553.00’
LENGTH = 1,105.51’
BLVS352NEW-2
PI STATION = 22+15.32
NORTHING = 10,441,825.6859
EASTING = 3,255,544.6219
RADIUS = 6,000.00’
TANGENT = 109.81’
LENGTH = 219.59’
BLVS352NEW-3
PI STATION = 30+88.44
NORTHING = 10,442,593.1599
EASTING = 3,255,960.9895
RADIUS = 6,000.00’
TANGENT = 134.89’
LENGTH = 269.73’
BLVS352NEW-4
PI STATION = 33+74.66
NORTHING = 10,442,850.6686
EASTING = 3,256,086.0561
RADIUS = 2,864.79’
TANGENT = 151.39’
LENGTH = 302.49’
713.4
5
710.7
5
VPI STA. 12+35.00
EL.= 714.65
(+) 0.478% (-) 2.000%
L= 100.00’
K = 40
ex = -0.31’
714.0
0
714.4
5
713.3
5
711.3
5
689.6
3
690.3
7
691.3
8
692.7
3
694.0
9
695.3
1
695.9
6
697.5
9
699.0
3
700.6
3
701.5
5
702.4
5
703.2
6
704.5
2
706.2
9
707.2
7
707.4
0
VPI STA. 26+00.00
EL.= 696.92
(+) 0.728% (+) 1.657%
L= 150.00’
K = 161
ex = 0.17’
VPI STA. 30+00.00
EL.= 703.55
(+) 1.657% (+) 1.067%
L= 150.00’
K = 254
ex = -0.11’
25+00 30+00
694.0
1
694.7
3
695.4
6
696.1
9
697.0
9
698.5
7
700.2
3
701.8
9
703.4
4
690.3
1
68
8.9
9
68
7.1
1
68
4.7
2
68
1.5
4
67
7.4
2
67
2.9
7
667.3
5
662.4
7
65
9.0
9
65
6.9
5
65
3.8
5
65
1.1
0
64
8.8
9
64
6.5
6
64
4.5
6
64
2.8
2
20+00
620
640
660
680 VPI STA. 20+00.00
EL.= 652.66
(-) 4.177%(-) 1.777%
L= 340.00’
K = 142
ex = 1.02’
665.1
9
661.0
2
65
7.0
1
65
3.6
8
65
1.0
6
64
9.1
1
64
7.3
3
64
5.5
6
