texas department of transportation texas department of transportation design schematic fm 2499
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27" PIPE 8" SEWER 24" SEWER 6" C.I. 6" C.I. 8" V.C.P. 8" V.C.P. 27" SEWER (HICKORY CREEK INTERCEPTOR SANITARY SEWER FORCE MAIN SAN SEWER FORCE MAIN SAN SEWER FORCE MAIN 10" FORCE MAIN 10" SAN. SEWER 10" FORCE MAIN 12" WATER 8" WATER 8" WATER 8" WATER 8" WATER FIBER OPTIC CABLE 8" SANITARY SEWER 8" SANITARY SEWER 8" SANITARY SEWER 8" SANITARY SEWER 8" SANITARY SEWER 6" SANITARY FORCE MAIN 12" WATER 12" WATER 12" WATER 12" WATER 6" WATER 6" WATER 6" WATER 6" WATER 6" WATER 30" RCP 30" RCP 27" SANITARY SEWER (HICKORY CREEK INTERCEPTOR) 27" SAN. SEWER 8" SAN. SEWER 8"W 14"W 14"W 12" W 14" W 8" C.I. W 20" WATER 8" V.C.P. 24" SANITARY SEWER (HICKORY CREEK INTERCEPTOR) 36" CASING 21" SEWER (HICKORY CREEK INTERCEPTOR) 24" SS 42" CASING 8" SS 8"SS 8"SS GAS 66"RCP 42"RCP 36"RCP 24"RCP 21"RCP 10" SS 21"RCP FIBER OPTIC CABLE 27"RCP 2-8’x3’ RCB 1-8’x3’ RCB 1-8’x3’ RCB 3-60"CMP 21" RCP 12" W 12" W 12" W 8" W 8"SS 8"SS SS 8" SS 24" RCP 60" RCP G R A Y S O N C O U N T Y C O O K E C O U N T Y C O L L I N C O U N T Y W I S E C O U N T Y D A L L A S C O U N T T A R R A N T C O U N T Y COUNTY LINE ROAD To Decatur To Montague To Decatur To Fairview To Rhome To Haslet To Fort Worth To Fort Worth Southlake City Limit NORMAL POOL ELEV 535.0’ SPILLWAY ELEV 560.0’ County Line Road Celina City Limit To Whitesboro To Oklahoma City CARROLLTON POP 40,595 COPPELL POP 3,826 WESTLAKE POP 214 U.C. U.C. U.C. U.C. U.C. U.C. U.C. U.C. U.C. U.C. PARKING ANTENNA W/S 610.6 W/S 611.4 W/S 605.9 TANK TANK W/S 604.8 U.C. U.C. POOL W/S 605.1 PIPE 546 548 548 550 550 550 552 552 552 552 554 554 554 554 554 554 556 556 556 556 558 558 558 558 558 560 560 560 560 560 560 562 562 562 562 562 562 564 564 564 564 564 566 566 566 566 568 568 570 572 574 576 578 580 580 582 582 584 584 586 586 586 588 588 588 590 590 590 592 592 592 592 594 594 594 594 594 596 596 596 596 596 598 598 598 598 598 598 600 600 600 600 600 600 600 602 602 602 602 602 602 602 602 602 602 602 602 604 604 604 604 604 604 604 604 604 604 604 604 604 604 604 604 604 604 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 606 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 608 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 612 612 612 612 612 612 612 612 612 612 612 612 612 612 612 612 612 612 612 612 614 614 614 614 614 614 614 614 614 614 614 614 614 614 614 614 614 616 616 616 616 616 616 616 616 616 616 616 616 616 618 618 618 618 618 618 618 618 618 618 618 620 620 620 620 620 620 620 620 620 620 620 620 620 622 622 622 622 622 622 622 622 622 622 622 622 622 624 624 624 624 624 624 624 624 624 626 626 626 626 626 626 626 626 628 628 628 628 628 628 628 628 630 630 630 630 630 632 632 632 632 632 632 634 634 634 634 634 634 636 636 636 636 636 638 638 638 638 638 638 640 640 640 640 640 642 642 642 642 642 644 644 644 644 646 646 646 648 648 648 650 652 654 599 605 605 609 552 550 549 548 552 556 557 573 548 547 545 544 573 574 575 IH 35 E STATE SCHOOL RD. ROBINSON RD. PROPOSED RD. PROPOSED RD. FM2181 FM2499 DENTON STATE SCHOOL BRIARCLIFF ESTATES WINBLETON VILLAGE OAKMONT WYNSTONE LAKE SHARON ESTATES BRYANT BRANCH PARK LEGEND 1,000 - 2005 ADT 1,000 - 2025 ADT 2,800 4,900 2,000 3,600 1,400 2,600 100 200 9,300 16,700 9,400 16,900 800 1,500 9,300 16,700 3,000 5,300 4,900 8,800 12,000 21,400 3,500 6,200 2,300 4,200 200 400 100 200 17,700 31,600 100 200 2,900 5,200 4,200 7,500 5,900 10,500 700 1,300 700 1.300 700 1,300 5,900 10,500 4,600 8,200 100 200 6,100 10,900 4,600 8,200 4,600 8,200 4,400 7,900 4,200 7,500 4,800 8,700 4,800 8,700 100 200 4,600 8,200 Cemetery Old Alton PACIFIC SHADY Shiloh SHORES Denton State School 5.6 8.6 2181 C DENTON CITY LIMIT Cem UNION DENTON SOUTHERN FM 2499, STA. 8+19.65 POTTERY TRIAL, EASTBOUND FM 2499, STA 8+88.16 POTTERY TRAIL, WESTBOUND FM 2499, STA. 10+36.73 PROPOSED 10’x6’ RCB CULVERT FL = 549.50 FM 2499, STA. 17+67.40 PROPOSED 3-10’x6’ RCB CULVERT FL = 557.50 FM 2499, STA. 41+19.38 LAKE SHARON DRIVE FM 2499, STA. 47+20.68 PROPOSED ROAD FROM WHATLEY PLAT FM 2499, STA. 70+01.74 PINE HILLS LANE FM 2499, STA. 81+42.67 PROPOSED 3 - 4’x2’ RCB CULVERTS FL = 604.34 FM 2499, STA. 88+40.00 PROPOSED 4 - 6’x4’ RCB CULVERT FL = 604.85 FM 2499, STA. 97+69.65 PROPOSED 2-8’X3’ BOX CULVERTS FL = 612.70 FM 2499, STA 100+.79.42 PROPOSED 8’x3’ RCB CULVERT FL = 613.71 FM 2499, STA. 125+45.82 STATE SCHOOL RD FM 2499, STA. 137+42.58 PROPOSED 6 - 10’x5’ RCB CULVERT FL=596.95 FM 2499, STA.148+49.21 BRIGHTEN ROAD FM 2499, STA. 99+21.57 PROPOSED 2 - 8’x3’ RCB CULVERT FL = 613.16 EXISTING GROUND ALONG EAST ROW LINE EXISTING GROUND ALONG EAST ROW LINE EXISTING GROUND ALONG EAST ROW LINE EXISTING GROUND ALONG EAST ROW LINE EXISTING GROUND ALONG WEST ROW LINE EXISTING GROUND ALONG WEST ROW LINE EXISTING GROUND ALONG WEST ROW LINE EXISTING GROUND ALONG WEST ROW LINE (+) 0.77% (+) 6.00% (+) 6.00% (-) 2.00% (-) 2.00% (+) 2.81% (+) 2.81% (-) 1.17% (-) 1.17% (+) 2.08% (+) 2.08% (-) 2.01% (-) 2.01% (+) 1.72% (+) 1.72% (-) 1.06% (-) 1.06% (+) 1.04% (+) 1.04% (+) 0.51% (+) 0.51% (+) 1.58% (+) 1.58% (-) 3.36% (-) 3.36% (+) 1.32% (+) 1.32% (-) 0.50% (-) 0.50% (+) 1.18% (+) 1.18% (+) 0.52% (+) 0.52% (-) 0.50% (-) 0.50% (+) 2.33% (+) 2.33% (+) 4.81% (+) 4.81% (-) 2.65% (-) 2.65% (-) 1.47% (+) 2.00% (-) 0.50% (-) 1.50% (-) 2.36% (-) 2.36% (+) 1.35% (+) 1.35% (-) 1.14% (-) 1.14% (+) 2.35% (+) 2.35% (+) 0.77% FM 2499 STA. 100+42.45 ROBINSON ROAD 100 WSE 615.90 100 WSE 605.39 (-) 1.47% (-) 4.87% (-) 4.87% (-) 0.35% (-) 0.35% (+) 0.35% (-) 0.35% (-) 0.35% (+) 1.11% (+) 1.11% (+) 2.00% 100 YR WSE 555.76 100 YR WSE 564.57 FM 2499, STA. 0+32.36 EXISTING 30" RCP CULVERT FL = 559.20 FM 2499, STA. 4+02.95 EXIST. 2-36" RCP CULVERT FL = 550.00 (+/-) FM 2499, STA. 155+69.30 EXIST. 24" RCP CULVERT FL=619.50 (+/-) (-) 1.98% PVC.STA. 1+10.00 EL.= 563.55 PVT.STA. 1+90.00 EL.= 562.01 PVI.STA. 1+50.00 PVI. EL. = 562.95 V.C. = 80.00’ e = 0.09’ K = 94 PVC.STA. 2+45.00 EL.= 560.71 PVT.STA. 5+55.00 EL.= 559.15 PVI.STA. 4+00.00 PVI. EL. = 557.06 V.C. = 310.00’ e = -1.44’ K = 84 PVC.STA. 7+00.00 EL.= 561.10 PVT.STA. 9+80.00 EL.= 561.39 PVI.STA. 8+40.00 PVI. EL. = 562.99 V.C. = 280.00’ e = 0.87’ K = 112 PVI.STA. 13+20.00 PVI. EL. = 557.50 V.C. = 300.00’ e = -1.31’ K = 86 PVC.STA. 11+70.00 EL.= 559.22 PVT.STA. 14+70.00 EL.= 561.03 PVC.STA. 16+55.00 EL.= 565.38 PVT.STA. 17+95.00 EL.= 567.57 PVC.STA. 19+75.00 EL.= 568.96 PVRC.STA. 24+25.00 EL.= 584.19 PVI.STA. 17+25.00 PVI. EL. = 567.03 V.C. = 140.00’ e = 0.28’ K = 88 PVI.STA. 22+00.00 PVI. EL. = 570.69 V.C. = 450.00’ e = -2.94’ K = 86 PVI.STA. 27+60.00 PVI. EL. = 604.29 V.C. = 670.00’ e = 6.70’ K = 84 PVRC.STA. 30+95.00 EL.= 597.60 PVT.STA. 35+45.00 EL.= 599.43 PVI.STA. 33+20.00 PVI. EL. = 593.11 V.C. = 450.00’ e = -2.70’ K = 94 PVI.STA. 39+00.00 PVI. EL. = 609.40 V.C. = 360.00’ e = 1.79’ K = 90 PVT.STA. 40+80.00 EL.= 607.29 PVC.STA. 37+20.00 EL.= 604.34 PVC.STA. 41+35.00 EL.= 606.64 PVRC.STA. 44+15.00 EL.= 607.91 PVI.STA. 42+75.00 PVI. EL. = 605.00 V.C. = 280.00’ e = -1.34’ K = 86 PVI.STA. 46+00.00 PVI. EL. = 611.75 V.C. = 370.00’ e = 1.89’ K = 90 PVT.STA. 47+85.00 EL.= 608.03 PVC.STA. 48+30.00 EL.= 607.12 PVT.STA. 51+70.00 EL.= 606.63 PVI.STA. 50+00.00 PVI. EL. = 603.70 V.C. = 340.00’ e = -1.59’ K = 91 PVC.STA. 54+60.00, EL.= 611.62 PVI.STA. 56+10.00 PVI. EL. = 614.20 V.C. = 300.00’ e = 1.04’ K = 108 PVT.STA. 57+60.00 EL.= 612.61 PVI.STA. 62+60.00 PVI. EL. = 607.30 V.C. = 280.00’ e = -0.73’ K = 133 PVC.STA. 61+20.00 EL.= 608.79 PVT.STA. 64+00.00 EL.= 608.76 PVI.STA. 68+00.00 PVI. EL. = 612.92 V.C. = 80.00’ e = 0.05’ K = 151 PVC.STA. 67+60.00 EL.= 612.51 PVT.STA. 68+40.00 EL.= 613.13 PVC.STA. 72+40.00 EL.= 615.18 PVT.STA. 73+60.00 EL.= 616.43 PVI.STA. 73+00.00 PVI. EL. = 615.48 V.C. = 120.00’ e = -0.16’ K = 113 PVI.STA. 76+50.00 PVI. EL. = 621.00 V.C. = 400.00’ e = 2.47’ K = 81 PVC.STA. 74+50.00 EL.= 617.85 PVRC.STA. 78+50.00 EL.= 614.29 PVI.STA. 80+40.00 PVI. EL. = 607.91 V.C. = 380.00’ e = -2.22’ K = 81 PVT.STA. 82+30.00 EL.= 610.42 PVI.STA. 85+00.00 PVI. EL. = 614.00 V.C. = 200.00’ e = 0.46’ K = 110 PVC.STA. 84+00.00 EL.= 612.68 PVT.STA. 86+00.00 EL.= 613.50 PVC.STA. 89+70.00 EL.= 611.65 PVT.STA. 91+30.00 EL.= 612.19 PVI.STA. 90+50.00 PVI. EL. = 611.25 V.C. = 160.00’ e = -0.34’ K = 95 PVI.STA. 97+00.00 PVI. EL. = 618.86 V.C. = 80.00’ e = 0.07’ K = 122 PVC.STA. 96+60.00 EL.= 618.45 PVT.STA. 97+40.00 EL.= 619.14 PVI.STA. 100+00.00 PVI. EL. = 620.50 V.C. = 120.00’ e = 0.15’ K = 117 PVC.STA. 99+40.00 EL.= 620.19 PVT.STA. 100+60.00 EL.= 620.20 PVC.STA. 101+25.00 EL.= 619.88 PVT.STA. 103+75.00 EL.= 622.16 PVI.STA. 102+50.00 PVI. EL. = 619.25 V.C. = 250.00’ e = -0.89’ K = 88 PVI.STA. 108+40.00 PVI. EL. = 633.00 V.C. = 260.00’ e = -0.81’ K = 105 PVC.STA. 107+10.00 EL.= 629.97 PVT.STA. 109+70.00 EL.= 639.25 PVC.STA. 110+10.00 EL.= 641.17 PVT.STA. 117+10.00 EL.= 648.71 PVI.STA. 113+60.00 PVI. EL. = 658.00 V.C. = 700.00’ e = 6.53’ K = 94 PVC.STA. 117+95.00 EL.= 646.46 PVT.STA. 119+05.00 EL.= 644.19 PVI.STA. 118+50.00 PVI. EL. = 645.00 V.C. = 110.00’ e = -.0.16’ K = 93 PVI.STA. 122+50.00 PVI. EL. = 639.86 V.C. = 340.00’ e = 1.45’ K = 100 PVI.STA. 128+50.00 PVI. EL. = 608.18 V.C. = 400.00’ e = -2.26’ K = 88 PVI.STA. 135+50.00 PVI. EL. = 605.73 V.C. = 70.00’ e = -0.06’ K = 100 PVT.STA. 137+80.00 EL.= 606.26 PVC.STA. 137+00.00 EL.= 606.26 PVC.STA. 126+50.00 EL.= 617.93 PVT.STA. 130+50.00 EL.= 607.48 PVC.STA. 120+30.00 EL= 642.36 PVT.STA. 123+70.00 EL.= 631.58 PVC.STA. 135+15.00 EL.= 605.86 PVT.STA. 135+85.00 EL.= 605.86 PVC.STA. 139+35.00 EL.= 605.72 PVT.STA. 140+65.00 EL.= 606.21 PVC.STA. 143+50.00 EL.= 609.37 PVT.STA. 144+50.00 EL.= 610.92 PVI.STA. 137+40.00 PVI. EL. = 606.40 V.C. = 80.00’ e = 0.07’ K = 114 PVI.STA. 144+00.00 PVI. EL. = 609.92 V.C. = 100.00’ e = -0.83’ K = 112 PVI.STA. 140+00.00 PVI. EL. = 605.49 V.C. = 130.00’ e = -0.24’ K = 89 PVC.STA. 148+65.00 EL.= 619.22 PVI.STA. 151+65.00 PVI. EL. = 625.22 V.C. = 600.00’ e = 1.87’ K = 241 PVT.STA. 155+95.00 EL.= 622.13 563.72 561.77 559.60 558.50 558.59 559.76 561.10 562.01 562.02 561.16 560.02 558.92 558.71 559.67 561.74 564.09 566.33 567.61 568.38 569.19 570.83 573.63 577.60 582.73 588.35 592.86 596.18 598.30 599.23 598.96 597.50 596.09 595.75 596.48 598.27 600.97 603.78 606.24 607.61 607.87 607.05 606.13 606.29 607.61 609.27 609.86 609.34 607.73 605.98 605.29 605.69 607.14 608.86 610.59 612.23 613.12 613.08 612.18 611.12 610.06 609.00 608.18 608.09 608.76 609.80 610.84 611.88 612.87 613.43 613.95 614.46 614.97 615.64 617.06 618.48 618.82 617.93 615.81 612.76 610.64 609.74 610.08 611.35 612.68 613.54 613.50 613.00 612.50 612.00 611.55 611.89 613.02 614.20 615.38 616.56 617.74 618.86 619.45 619.98 620.35 620.00 619.82 620.73 622.75 625.08 627.41 629.74 632.45 636.12 640.69 645.07 648.38 650.63 651.82 651.94 650.99 648.97 646.33 644.27 642.80 641.09 638.42 634.74 630.12 625.24 620.37 615.64 611.89 609.28 607.80 607.31 606.96 606.61 606.26 605.91 605.91 606.26 606.19 605.84 605.73 606.60 607.71 608.81 610.03 611.92 613.92 615.92 617.92 619.89 621.54 622.77 623.59 623.99 623.97 623.49 622.03 PVI.STA. 155+30.00 PVI. EL. = 623.41 V.C. = 130.00’ e = -0.24’ K = 88 PVRC.STA. 154+65.00 EL.= 623.74 563.1 560.2 556.2 553.9 555.6 558.2 557.2 555.2 555.1 550.4 550.9 551.2 552.7 552.6 552.8 561.7 569.2 562.2 562.0 565.2 569.4 572.6 574.2 579.3 586.0 593.8 600.6 605.0 602.7 597.9 595.2 593.9 592.9 593.9 597.1 600.9 603.9 606.8 609.1 609.3 607.6 606.3 605.4 606.0 609.0 611.9 610.3 608.0 606.8 605.2 606.7 608.0 609.6 611.2 612.9 612.9 612.6 610.6 610.6 609.8 608.2 607.3 607.4 608.4 611.1 613.0 614.8 615.8 615.9 616.9 616.8 616.6 616.1 617.7 618.9 620.0 618.5 615.3 610.9 607.9 607.2 607.8 609.2 611.0 612.9 612.5 608.6 607.1 607.5 608.9 610.5 612.7 614.6 615.3 614.8 615.5 615.9 615.2 614.1 617.0 619.1 620.1 622.9 624.6 625.1 627.8 630.2 631.9 635.6 640.3 646.3 651.5 653.2 651.7 650.9 650.6 649.4 646.9 644.2 642.6 640.8 637.9 634.1 629.4 628.4 620.4 614.9 611.7 610.6 608.9 607.5 606.3 605.3 604.5 603.9 603.8 603.9 604.0 604.1 604.8 606.1 607.4 608.7 610.6 612.6 614.6 616.6 618.7 620.5 622.0 623.0 623.8 624.0 623.8 622.4 621.6 621.7 621.8 622.9 IH-35 ROBINSON ROAD (80FT R.O.W.) CAB E, PG. 278 - P.R.D.C.T. OAKMONT II - SECTION I LENNOX OAK II L.P. CAB. P, PG. 367 P.R.D.C.T. REMAINDER PULTE HOMES OF TEXAS, L.P. 59.242 ACRES CC # 98 - R0062410 R.P.R.D.C.T. MEL WHEELER, ET UX VOL. 1054, PG. 17 D.R.D.C.T. REMAINDER PULTE HOMES OF TEXAS, L.P. CC #98-R0062410 R.P.R.D.C.T. OAKMONT GOLF COURSE TRACT ONE OAKMONT MANAGEMENT CORP. CC #92-R0077134 R.P.R.D.C.T. WYNSTONE AT OAKMONT, PH I CAB. Q, PG. 320 CC# 99-R0087859 R.P.R.D.C.T. NOWLIN RD. PALMETTO COURT ALDERBROOK DR. PINE HILLS LN HAYLING WAY CRENSHAW LN. BANNER CHEVROLET CO. (OWNER) STATE SCHOOL ROAD 100’ ROW WIMBLETON VILLAGE PH III BLOCKS 8 AND 9 CAB. B, PG. 350 10’ WATER & SEWER EASEMENT VOL. 657/PG. 735 60’ GENERAL UTILITY AND ACCESS EASEMENT DEVELOPED REGAL DR. 50’ ROW BRIERCLIFFSUBDIVISION SECT. 1, BLOCK 3 BRIERCLIFFSUBDIVISION SECT. 1, BLOCK 4 110’ CHANNEL WIMBLETON VILLAGE, PH V CAB B, PG. 309 BLOCK 10 WIMBLETON VILLAGE, PH V CALUSA DEVELOPMENTS INC. (OWNER)CAB. B, PG. 309 BLOCKs 1 & 2 WIMBLETON VILLAGE, PH I CAB. A, PG.434-1 WESSEX COURT WIMBLETON BLVD. 80 R.O.W. LENNOX OAK II L.P. INST. # 97-ROO89915 BRYANT BRANCH PARK CAB. E, SLIDE 207 & 208 FM 2181 VARIABLE WIDTH R.O.W. TRACT 17B CATHERINE A. NEWMAN VOL. 95, PG. 9869 D.R.D.C.T. CATHERINE A. NEWMAN VOL. 96, PG. 11649 D.R.D.C.T. TRACT 18 R.W. CROWNOVER, DVM and wife, MYRA CROWNOVER VOL. 2315, PG. 591 D.R.D.C.T. B. MERCHANT SURVEY ABSTRACT No. 800 DAN HAMPTON VOL. 918, PG.102 2.50 AC ROCKY M. MC MINN VOL. 918, PG.107 2.50 AC REMAINDER THOMAS T. KIRBY, ET UX VOL. 382, PG. 539 D.R.D.C.T. 80.50 AC. ROCKY J. MC MINN VOL. 1062, PG.243 0.867 AC ROBINSON ROAD PUBLIC ROAD. STANFORD DR. MARQUETTE DR. VILLANOVA DR. ST. JOHNS DR. HARVARD DR. 5275 THOMAS T. KIRBY, JR. AVA JOYCE KIRBY VOL. 918, PG. 105 TRACT II TOM D. JESTER, JR. VOL. 422, PG. 825 22 ACRES TRACT I 4.290 ACRES 16’ UTIL. ESMT. BRIERCLIFFSUBDIVISION SECT. 1, BLOCK 1, LOT 2 CAB. A-105-2, P19 16’ UTIL. ESMT. OSCAR BLANKMEYER, JR. VOL 1187, PG. 562 83.604 ACRES HERSCHEL V. FORESTER VOL 605, PG. 622 37.817 ACRES 5361 BRYANT BRANCH PARK(CAB. E, PG. 207) TRACT I - HICKORY CREEK CMH PARKS VOL. 3126, PG. 0737 LENNOX OAK II L.P. INST.# 97-ROO89915 R.P.R.D.C.T. EXXON STA. PINNELL-FORD L.C. CC#97-R0025994 65.132 AC. R.P.R.D.C.T. JOHN E. WHATLEY AND WIFE JUANITA S. WHATKEY VOL 588, PG. 109 37.08 ACRES CALUSA DEVELOPMENTS, INC. (OWNER) LOT 1, BLK. A BRIERWOOD VOLUME M. PG. 263 P.R.D.C.T. 20’ DRAINAGE EASMT. 16’ DRAINAGE EASEMENT 26’ SANITARY SEWER EASMT. BRIGHTON DR. 50’ ROW 30’ STREET DEDICATION 30’ STREET DEDICATION FUTURE 120’ ROW FUTURE 120’ R.O.W. TO BE DEDICATED 60’ BRAZOS RIVER TRANSMISSION ELECTRIC COOPERATIVE EASEMENT VOL. 386, PG.59, DRDCT 10’ UTILITY EASEMENT FUTURE R.O.W. TO BE DEDICATED FOR FUTURE LAKE SHARON DRIVE CITY OF DENTON TOWN OF CORINTH TOWN OF CORINTH TOWN OF CORINTH CITY OF DENTON DENTON COUNTY DENTON COUNTY DENTON COUNTY CITY OF DENTON CITY OF DENTON DENTON COUNTY TOWN OF CORINTH CITY OF DENTON DENTON COUNTY CITY OF DENTON TOWN OF CORINTH TOWN OF CORINTH DENTON COUNTY CITY OF DENTON CITY OF DENTON BARREL STRAP LN. POTTERY TRAIL SOUTH POTTERY TRAIL KILN DR. LAKE SHARON LP. VOL. 4262, PG. 00138 DATE 1-25-99 ACLP SWISHER ROAD COMMERCIAL, L.P. VOL. 4262, PG.00121 DATE 1-25-99 ATILA CONSTRUCTION COMPANY, L.P. VOL. 4008, PG. 502 DATE 1-13-98 J.C. PARKER SURVEY, ABSTRACT NO. 47 LAKE SHARON, L.P. PLUTE HOMES OF TEXAS L.P. VOL.4169 PG.1356 98-080867 Vol.1615 Pg.51 Jerry Kirby KAATZ VOL.4235 PG.409 CARTER VOL.1367 PG. 417 TRACT III BRIERCLIFFSUBDIVISION SECT. 1, BLOCK 1, LOT 1 CAB. A-105-2, P19, 2.002 AC. NOWLIN RD. 30’ R.O.W. DENTON STATE SCHOOL VOL. 435 PG. 12 D.R.D.C. 201.38 AC. DENTON STATE SCHOOL VOL. 435 PG. 12 D.R.D.C. 201.38 AC. BRIERCLIFF PARK CITY OF DENTON (11.11 AC.) PARKS AND RECREATION DEPARTMENT (ANNUAL LEASE AGREEMENT BETWEEN CITY OF DENTON AND DENTON STATE SCHOOL) R.H. MITCHELL 20’SANI. SEWER EASEMENT VOL. 1121 PG. 33 PRIMECO LEASE AREA VOL. 4177 PG. 00306 100’ ELECTRIC CO. EASEMNT VOL. 373 PG. 246 75’ ELECTRIC CO. EASEMNT VOL. 1139 PG. 760 LAKE SHARON,L.P. , VOL.4262,PG00143 TIMBERGLEN CO. VOL.2881,PG.436 LAKE SHARON, L.P. VOL. 4017 PG. 0875 DATE 1-27-98 110’ STREET DEDICATION 4.391 ACRES 120’ R.O.W. DEDICATION ROBINSON OAKS 34.106 ACRES CAB. U, PG. 892-893 70’ GENERAL UTILITY AND ACCESS EASEMENT 16’ UTIL. EASMT. YALE DR. CITY OF DENTON DENTON COUNTY CURVE C3 CURVE C1 CURVE C4 CURVE C5 CURVE C6 CURVE C7 CURVE C9 CURVE C10 CURVE C11 CURVE C12 CURVE C2 CURVE C8 CURVE C13 N 0^ 47’ 56" E 144.19’ N 2^ 39’ 15" E 114.30’ N 0^ 47’ 45" E 533.65’ N 36^ 23’ 42" W 194.12’ N 0^ 59’ 11" E 1,169.02’ N 26^ 33’ 12" W 323.43’ N 2^ 09’ 21" W 982.62’ N 8^ 02’ 54" W 304.75’ N 36^ 18’ 43" E 897.47’ N 28^ 05’ 45" E 556.61’ N 0^ 53’ 24" W 954.09’ N 28^ 22’ 53" E 681.58’ N 1^ 59’ 28" E 2,442.85’ N 39^ 40’ 18" E 299.86’ POT.STA.0+03.17 PC.STA.1+47.36 PT.STA.1+82.98 PC.STA.2+97.28 PT.STA.3+32.95 5+00 PC.STA.8+66.61 10+00 15+00 PT.STA.15+80.62 PC.STA.17+74.74 20+00 PT.STA.24+92.42 25+00 30+00 35+00 PC.STA.36+61.44 40+00 PT.STA.41+90.16 45+00 PC.STA.45+13.59 50+00 PT.STA.51+94.91 55+00 60+00 PC.STA.61+77.52 PT.STA.62+90.65 65+00 PC.STA.65+95.41 70+00 PT.STA.74+47.06 75+00 80+00 PC.STA.83+44.53 85+00 PT.STA.85+16.60 90+00 PC.STA.90+73.21 95+00 PT.STA.97+81.47 100+00 105+00 PC.STA.107+35.56 110+00 115+00 PT.STA.116+75.59 120+00 PC.STA.123+57.17 125+00 PT.STA.128+63.83 130+00 135+00 140+00 145+00 150+00 PC.STA.153+06.68 155+00 PT.STA.156+35.50 POT.STA.159+35.37 100+00 105+00 Gregory 3.7 White Creek Clear Creek Flat Creek 4.9 Union Hill AT & SF RY 4.0 Tyson PILOT POINT 2.0 1.8 1.2 1.0 1.5 0.2 2.4 0.3 1.3 POP 2,538 COUNTY LINE ROAD 4.4 5.7 10.9 Branch 2.4 DENTON SANGER Paddock Lake 4.0 POP 3,508 POP 66,270 3.0 NORMAL POOL ELEVATION 632.5’ 0.6 0.6 0.5 0.5 TRINITY RIVER ELM FORK RAY ROBERTS LAKE AUBREY 4.7 0.5 PACIFIC KRUGERVILLE RAILROAD PARVIN POP 1,138 POP 735 UNION Branch Elm Creek 1.2 STONY 5.9 2.1 5.2 DROP Stony PONDER AT & SF RY POP 432 DENTON MUNICIPAL AIRPORT RY M-K-T RR SHADY SHORES CORINTH OAK POINT CROSS ROADS RY Cooper Creek Pecan Creek LEWISVILLE POP 361 POP 645 POP 1,045 POP 3,944 LINCOLN PARK NAVO LITTLE ELM LAKEWOOD VILLAGE Branch Alyne Branch Doe Panther Cottonwood POP 287 POP 1,255 POP 169 Creek Branch Creek JUSTIN ATCHISON, TOPEKA AND SANTA FE RAILWAY NORTH- LAKE 5.0 6.7 5.1 POP 250 POP 1,234 ARGYLE POP 1,575 CORRAL CITY POP 46 RR BARTONVILLE POP 849 MARSHALL CREEK ROANOKE POP 910 TROPHY CLUB Fincher Br Creek GRAPEVINE LAKE POP 315 LAKE DALLAS HICKORY CREEK COPPER CANYON DOUBLE OAK HIGHLAND VILLAGE FLOWER MOUND POP 3,656 POP 978 ATCHISON, TOPEKA AND SANTA FE RAILWAY MISSOURI - KANSAS - TEXAS RAILROAD THE COLONY ELM FORK TRINITY RIVER HEBRON Dallas Limit City BN RR POP 214 B377 E Hickory North South Hickory Boom Branch BOLIVAR KRUM Duck Creek Clear Moores Branch Milam POP 1,542 X B35 Creek Creek Branch Culp MUSTANG Little Creek Mustang Pecan Creek Running Creek Branch Denton Creek Dry Fork Hickory Creek Creek Hickory Creek AT & SF A T & S F HACKBERRY POP 200 Silver Creek Trail Creek Denton Catherine Branch Harriet Creek Creek Henrietta Cr Timber Creek Timber POP 1,664 POP 15,527 NORMAL POOL ELEVATION 515.0’ LAKE Stewart Indian Creek POP 46,521 WESTLAKE NORMAL POOL ELEV 535.0’ 2450 51 455 455 377 455 1173 2450 156 455 455 2164 3163 77 77 35 455 455 428 428 2153 2153 2164 2164 2931 1385 1385 377 455 428 428 3524 428 380 380 2622 2449 156 156 380 377 426 380 377 2181 2181 35E 77 2931 377 380 424 720 1385 720 720 380 156 407 407 114 114 1384 35W 156 35W 407 407 407 1830 1171 1171 377 544 121 35 77 455 1173 1173 288 288 1515 1830 2449 407 1171 3040 2499 121 1171 2281 3040 35E 77 121 423 114 170 2499 121 720 2934 455 POP 22,113 Frisco City Limit 544 Southlake City Limit Southlake City Limit Fort Worth City Limit 377 POP 3,922 U P 423 423 423 LEWISVILLE 1171 City Limit Carrollton 288 Cr RAY ROBERTS LAKE STATE RECREATION AREA LAKE LEWISVILLE STATE RECREATION AREA 2281 AT & SF RY SCALE: 1"=100’ 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 540 550 560 570 580 590 600 610 620 630 640 650 540 550 560 570 580 590 600 610 620 630 640 650 IH 35E TRAFFIC DIAGRAM LEGEND TEXAS DEPARTMENT OF TRANSPORTATION TYPICAL SECTION FM 2499 N.T.S. N N.T.S. 548 LIMITS OF 100 YR FLOOD BOUNDARY LIMITS OF 100 YR FLOOD BOUNDARY LIMITS OF 100 YR FLOOD BOUNDARY LIMITS OF 100 YR FLOOD BOUNDARY LIMITS OF 100 YR FLOOD BOUNDARY LIMITS OF 100 YR FLOOD BOUNDARY 590 600 620 SCALE H: 1"=100’ V: 1"=10’ AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION 8" SS GAS 12" W FIBER OPTIC NOTES PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT TEXAS DEPARTMENT OF TRANSPORTATION \avo 18082\, DGN=schm082.dgn, REF= 082align.dgn, 082pav.dgn, 99191-2d.dgn STATE SCHOOL RD. ROBINSON ROAD PUBLIC ROAD. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. FM 2499, STA. 126+60.36 STATE SCHOOL RD FM 2499, STA. 137+42.58 PROPOSED 6 - 10’x5’ RCB FM 2499, STA. 148+49.21 BRIGHTON ROAD FM 2499, STA. 155+69.30 EXTEND EXISTING 24"RCP AND INSTALL S.E.S. FM 2499, STA. 100+42.52 ROBINSON ROAD FM 2499, STA. 100+79.42 EXTEND EXISTING 8’x3’ RCB AND INSTALL HEADWALL @ WEST END. FM 2499, STA. 97+69.65 PROPOSED 2 - 8’X3’ RCB CULVERT FM 2499, STA. 88+40.00 PROPOSED 4 - 6’x4’ RCB CULVERT W\ HEADWALLS FM 2499, STA. 70+01.74 PINE HILLS LANE FM 2499, STA. 47+20.68 PROPOSED ROAD FROM WHATLEY PLAT FM 2499, STA. 41+19.38 LAKE SHARON DRIVE FM 2499, STA. 17+67.40 PROPOSED 3-10’ x 6’ RCB CULVERT FM 2499, STA. 10+36.73 PROPOSED 10’x6’ RCB CULVERT FM 2499, STA. 8+88.16 POTTERY TRAIL, WESTBOUND FM 2499, STA. 8+19.65 POTTERY TRAIL, EASTBOUND FM 2499, STA. 0+32.36 EXTEND EXISTING 30"RCP AND INSTALL 2 - SLOPED END SECTIONS ( S.E.S.) PROPOSED ROAD FM 2499, STA. 99+21.57 PROPOSED 2 - 8’X3’ RCB CULVERT FM 2499, STA. 81+42.67 PROPOSED 3 - 4’ x 2’ RCB CULVERT FM 2499, STA. 4+02.95 EXTEND EXISTING 2-36"RCP AND INSTALL 4 - S.E.S. FM 2499, STA. 8+55.29 EXTEND EXISTING 18"RCP AND INSTALL S.E.S. AND 2-10’ CURB INLETS PROPOSED DRAINAGE EASEMENT FM 2499 FM 2499 FM 2499 FM 2499 FM 2499 FM 2499 EXISTING CONTOURS EXISTING PAVEMENT EDGE EXISTING UTILITY EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED FM2499 CENTERLINE DRAINAGE DIRECTION PROPOSED NOISE WALL PROPOSED HICKORY CREEK RD. BY OTHERS 110’ ROW 130’ ROW 60’ 70’ 120’ ROW 120’ ROW 120’ ROW 120’ ROW 120’ ROW 120’ ROW PROPOSED DENTON STATE SCHOOL ENTRANCE EXISTING R.OW. PROPOSED R.OW. DIRECTION OF TRAFFIC EXISTING PROPERTY LINE EXISTING LOT LINE FUTURE LOT LINE GRADING LIMITS SURVEY LINE CITY LIMITS 100 FLOODPLAIN LIMITS 100 YR FLOOD ELEVATION EXISTING PAVEMENT PROPOSED PAVEMENT EXISTING WATER LINE EXISTING GAS LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING FIBER OPTICS PROPOSED STORM SEWER EXISTING POWER POLE EXISTING SANITARY SEWER MANHOLE LAKE SHARON SCREENING WALL BY OTHERS STA 156+17.59, END PROJECT CSJ 2681-01-012 STA 0+12.94, BEGIN PROJECT CSJ 2681-01-012 STA 0+12.94, BEGIN PROJECT CSJ 2681-01-012 SCALE H: 1"=100’ V: 1"=10’ STA 0+12.94 TO 156+41.39 SIGNALIZED INTERSECTION 515’ R 515’ R TAPER STORAGE 270.00’ (TYP.) 156.76’ (TYP.) EXISTING GROUND AT PGL PROPOSED TOP OF PAVEMENT AT PGL EXISTING GROUND AT PGL PROPOSED TOP OF PAVEMENT AT PGL PROPOSED TOP OF PAVEMENT AT PGL EXISTING GROUND AT PGL EXISTING GROUND AT PGL PROPOSED TOP OF PAVEMENT AT PGL PROPOSED TOP OF PAVEMENT AT PGL EXISTING GROUND AT PGL PROPOSED TOP OF PAVEMENT AT PGL N FUTURE FM 2499 SECTION 5 FUTURE FM 2499 SECTION 5 FM 2181 STA 0+12.94, BEGIN PROJECT CSJ 2681-01-012 STA 156+12.78, END PROJECT CSJ 2681-01-012 IH 35 E N.T.S. LOCATION MAP IH 35 E 100.0’ (TYP.) STORAGE TAPER 156.76’ (TYP.) 515’ R 515’ R TYPICAL LEFT TURN BAY NON-SIGNALIZED INTERSECTIONS ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION ALL RIGHTS RESERVED PROJECTED TRAFIC VOLUMES OBTAINED FROM TxDOT, TRANSPORTATION PLANNING & PROGRAMMING ON JANUARY, 2001 SCALE: 1"=100’ END PROPOSED NOISE ATTENUATION WALL STA.7+88.05, 56.0’ RT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.5+00.00, 56.0’ RT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.9+20.79, 56.0’ RT. END PROPOSED NOISE ATTENUATION WALL STA.13+00.00, 56.0’ RT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.21+00.00, 56.0’ LT. END PROPOSED NOISE ATTENUATION WALL STA.29+00.00, 56.0’ LT. FM 2499, STA. 54+77.45 HICKORY CREEK RD. 160+00 END PROPOSED NOISE ATTENUATION WALL STA.69+64.16, 56.0’ RT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.58+37.19, 56.0’ RT. END PROPOSED NOISE ATTENUATION WALL STA.78+00.00, 56.0’ RT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.70+77.65, 56.0’ RT. EXISTING DENTON STATE SCHOOL ENTRANCE TO BE ABANDONED END PROPOSED NOISE ATTENUATION WALL STA.136+00.00, 56.0’ RT BEGIN PROPOSED NOISE ATTENUATION WALL STA.100+83.52, 56.0’ RT. END PROPOSED NOISE ATTENUATION WALL STA.117+00.00, 56.0’ RT. DALLAS DISTRICT WILLIAM L. HALE, P.E., DISTRICT ENGINEER DALLAS DISTRICT WILLIAM L. HALE, P.E., DISTRICT ENGINEER EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. STA 156+17.59, END PROJECT MATCH EXISTING PAVEMENT CSJ 2681-01-012 FM 2499 CENTERLINE DATA 1.) THE FLOODPLAIN BOUNDARY LIMITS WAS OBTAINED FROM FIRM COMMUNITY-PANEL NUMBERS: 48121C0386 E, APRIL 2, 1997 48121C0387 E, APRIL 2, 1997 48121C0388 E, APRIL 2, 1997 48121C0389 E, APRIL 2, 1997 2) ADDITIONAL MEDIAN OPENINGS LOCATIONS TO BE DETERMINED IN THE PS&E IN COORDINATION WITH THE COUNTY OF DENTON AND CITY OF CORINTH. 3.) IMPACT TO JURISDICTIONAL WATERS IS LESS THAN 0.10 ACRES AND WILL BE HANDLED WITH NATIONWIDE PERMIT 14. 4.) DURING CONSTRUCTION AND AFTER PROJECT COMPLETION, BEST MANAGEMENT PRACTICES WILL BE FOLLOWED IN ACCORDANCE WITH TPDES GENERAL PERMIT TXR150000 DATED 3/5/03. 345.0’ (TYP.) DECELERATION CONTROL : 2681-01-012 DESIGN SPEED 45 mph FROM STA. 0+12.94 TO STA.153+06.68 DESIGN SPEED 30 mph FROM STA. 153+06.68 TO STA.156+35.37 FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL ROLL 1 OF 1 DESIGN SCHEMATIC FM 2499, SECTION 5 FROM FM 2181 N TO IH 35E DENTON COUNTY PROJECT LENGTH: 2.954 MI. DESIGN SCHEMATIC FM 2499, SECTION 5 FROM FM 2181 N TO IH 35E DENTON COUNTY PROJECT LENGTH: 2.954 MI. ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION ALL RIGHTS RESERVED CONTROL : 2681-01-012 DESIGN SPEED 45 mph FROM STA. 0+12.94 TO STA.153+06.68 DESIGN SPEED 30 mph FROM STA. 153+06.68 TO STA.156+35.37 FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL ROLL 1 OF 1 Beginning chain CL2499 description ============================================================================== Point 200 N 7,098,781.8700 E 2,399,114.5440 Sta 0+03.1700 Course from 200 to PC CL2499-1 N 0^ 47’ 55.55" E Dist 144.1900 Curve Data *----------* Curve CL2499-1 P.I. Station 1+65.1718 N 7,098,943.8560 E 2,399,116.8024 Delta = 1^ 51’ 19.30" (RT) Degree = 5^ 12’ 31.35" Tangent = 17.8117 Length = 35.6204 Radius = 1,100.0000 External = 0.1442 Long Chord = 35.6188 Mid. Ord. = 0.1442 P.C. Station 1+47.3600 N 7,098,926.0460 E 2,399,116.5541 P.T. Station 1+82.9804 N 7,098,961.6487 E 2,399,117.6272 C.C. N 7,098,910.7114 E 2,400,216.4472 Back = N 0^ 47’ 55.55" E Ahead = N 2^ 39’ 14.85" E Chord Bear = N 1^ 43’ 35.20" E Course from PT CL2499-1 to PC CL2499-2 N 2^ 39’ 14.85" E Dist 114.2978 Curve Data *----------* Curve CL2499-2 P.I. Station 3+15.1181 N 7,099,093.6446 E 2,399,123.7461 Delta = 1^ 51’ 29.85" (LT) Degree = 5^ 12’ 31.35" Tangent = 17.8399 Length = 35.6766 Radius = 1,100.0000 External = 0.1447 Long Chord = 35.6751 Mid. Ord. = 0.1446 P.C. Station 2+97.2782 N 7,099,075.8239 E 2,399,122.9200 P.T. Station 3+32.9549 N 7,099,111.4828 E 2,399,123.9938 C.C. N 7,099,126.7612 E 2,398,024.1000 Back = N 2^ 39’ 14.85" E Ahead = N 0^ 47’ 45.00" E Chord Bear = N 1^ 43’ 29.92" E Course from PT CL2499-2 to PC CL2499-3 N 0^ 47’ 45.00" E Dist 533.6519 Curve Data *----------* Curve CL2499-3 P.I. Station 12+36.7005 N 7,100,015.1413 E 2,399,136.5464 Delta = 37^ 11’ 27.28" (LT) Degree = 5^ 12’ 31.35" Tangent = 370.0938 Length = 714.0143 Radius = 1,100.0000 External = 60.5901 Long Chord = 701.5451 Mid. Ord. = 57.4269 P.C. Station 8+66.6067 N 7,099,645.0832 E 2,399,131.4060 P.T. Station 15+80.6210 N 7,100,313.0463 E 2,398,916.9513 C.C. N 7,099,660.3616 E 2,398,031.5121 Back = N 0^ 47’ 45.00" E Ahead = N 36^ 23’ 42.29" W Chord Bear = N 17^ 47’ 58.64" W Course from PT CL2499-3 to PC CL2499-4 N 36^ 23’ 42.29" W Dist 194.1196 Curve Data *----------* Curve CL2499-4 P.I. Station 21+46.8728 N 7,100,768.8477 E 2,398,580.9659 Delta = 37^ 22’ 53.62" (RT) Degree = 5^ 12’ 31.35" Tangent = 372.1322 Length = 717.6744 Radius = 1,100.0000 External = 61.2417 Long Chord = 705.0132 Mid. Ord. = 58.0120 P.C. Station 17+74.7406 N 7,100,469.3019 E 2,398,801.7705 P.T. Station 24+92.4151 N 7,101,140.9248 E 2,398,587.3727 C.C. N 7,101,121.9866 E 2,399,687.2097 Back = N 36^ 23’ 42.29" W Ahead = N 0^ 59’ 11.33" E Chord Bear = N 17^ 42’ 15.48" W Course from PT CL2499-4 to PC CL2499-5 N 0^ 59’ 11.33" E Dist 1,169.0205 Curve Data *----------* Curve CL2499-5 P.I. Station 39+31.0102 N 7,102,579.3067 E 2,398,612.1403 Delta = 27^ 32’ 23.77" (LT) Degree = 5^ 12’ 31.35" Tangent = 269.5746 Length = 528.7288 Radius = 1,100.0000 External = 32.5504 Long Chord = 523.6537 Mid. Ord. = 31.6149 P.C. Station 36+61.4356 N 7,102,309.7720 E 2,398,607.4992 P.T. Station 41+90.1644 N 7,102,820.4460 E 2,398,491.6317 C.C. N 7,102,328.7101 E 2,397,507.6622 Back = N 0^ 59’ 11.33" E Ahead = N 26^ 33’ 12.44" W Chord Bear = N 12^ 47’ 00.56" W Course from PT CL2499-5 to PC CL2499-6 N 26^ 33’ 12.44" W Dist 323.4304 Curve Data *----------* Curve CL2499-6 P.I. Station 48+59.4941 N 7,103,419.1732 E 2,398,192.4195 Delta = 24^ 23’ 51.88" (RT) Degree = 3^ 34’ 51.55" Tangent = 345.8993 Length = 681.3136 Radius = 1,600.0000 External = 36.9625 Long Chord = 676.1778 Mid. Ord. = 36.1279 P.C. Station 45+13.5948 N 7,103,109.7602 E 2,398,347.0477 P.T. Station 51+94.9084 N 7,103,764.8277 E 2,398,179.4083 C.C. N 7,103,825.0123 E 2,399,778.2760 Back = N 26^ 33’ 12.44" W Ahead = N 2^ 09’ 20.56" W Chord Bear = N 14^ 21’ 16.50" W Course from PT CL2499-6 to PC CL2499-7 N 2^ 09’ 20.56" W Dist 982.6164 Curve Data *----------* Curve CL2499-7 P.I. Station 62+34.1396 N 7,104,803.3234 E 2,398,140.3173 Delta = 5^ 53’ 33.35" (LT) Degree = 5^ 12’ 31.35" Tangent = 56.6148 Length = 113.1297 Radius = 1,100.0000 External = 1.4560 Long Chord = 113.0799 Mid. Ord. = 1.4540 P.C. Station 61+77.5248 N 7,104,746.7487 E 2,398,142.4469 P.T. Station 62+90.6545 N 7,104,859.3806 E 2,398,132.3907 C.C. N 7,104,705.3718 E 2,397,043.2253 Back = N 2^ 09’ 20.56" W Ahead = N 8^ 02’ 53.91" W Chord Bear = N 5^ 06’ 07.23" W Course from PT CL2499-7 to PC CL2499-8 N 8^ 02’ 53.91" W Dist 304.7510 Curve Data *----------* Curve CL2499-8 P.I. Station 70+43.8616 N 7,105,605.1689 E 2,398,026.9357 Delta = 44^ 21’ 36.73" (RT) Degree = 5^ 12’ 31.35" Tangent = 448.4561 Length = 851.6548 Radius = 1,100.0000 External = 87.9027 Long Chord = 830.5423 Mid. Ord. = 81.3981 P.C. Station 65+95.4055 N 7,105,161.1299 E 2,398,089.7232 P.T. Station 74+47.0603 N 7,105,966.5372 E 2,398,292.5027 C.C. N 7,105,315.1387 E 2,399,178.8886 Back = N 8^ 02’ 53.91" W Ahead = N 36^ 18’ 42.83" E Chord Bear = N 14^ 07’ 54.46" E Course from PT CL2499-8 to PC CL2499-9 N 36^ 18’ 42.83" E Dist 897.4664 Curve Data *----------* Curve CL2499-9 P.I. Station 84+30.7117 N 7,106,759.1688 E 2,398,875.0019 Delta = 8^ 12’ 57.44" (LT) Degree = 4^ 46’ 28.73" Tangent = 86.1850 Length = 172.0746 Radius = 1,200.0000 External = 3.0910 Long Chord = 171.9272 Mid. Ord. = 3.0830 P.C. Station 83+44.5267 N 7,106,689.7205 E 2,398,823.9648 P.T. Station 85+16.6013 N 7,106,835.1978 E 2,398,915.5907 C.C. N 7,107,400.3371 E 2,397,856.9984 Back = N 36^ 18’ 42.83" E Ahead = N 28^ 05’ 45.39" E Chord Bear = N 32^ 12’ 14.11" E Course from PT CL2499-9 to PC CL2499-10 N 28^ 05’ 45.39" E Dist 556.6074 Curve Data *----------* Curve CL2499-10 P.I. Station 94+35.0904 N 7,107,645.4523 E 2,399,348.1526 Delta = 28^ 59’ 09.47" (LT) Degree = 4^ 05’ 33.20" Tangent = 361.8817 Length = 708.2607 Radius = 1,400.0000 External = 46.0146 Long Chord = 700.7320 Mid. Ord. = 44.5504 P.C. Station 90+73.2087 N 7,107,326.2147 E 2,399,177.7246 P.T. Station 97+81.4694 N 7,108,007.2903 E 2,399,342.5314 C.C. N 7,107,985.5439 E 2,397,942.7003 Back = N 28^ 05’ 45.39" E Ahead = N 0^ 53’ 24.08" W Chord Bear = N 13^ 36’ 10.66" E Course from PT CL2499-10 to PC CL2499-11 N 0^ 53’ 24.08" W Dist 954.0943 Curve Data *----------* Curve CL2499-11 P.I. Station 112+16.0742 N 7,109,441.7220 E 2,399,320.2474 Delta = 29^ 16’ 17.44" (RT) Degree = 3^ 06’ 50.04" Tangent = 480.5105 Length = 940.0270 Radius = 1,840.0000 External = 61.7072 Long Chord = 929.8374 Mid. Ord. = 59.7049 P.C. Station 107+35.5637 N 7,108,961.2696 E 2,399,327.7113 P.T. Station 116+75.5907 N 7,109,864.4762 E 2,399,548.6532 C.C. N 7,108,989.8506 E 2,401,167.4893 Back = N 0^ 53’ 24.08" W Ahead = N 28^ 22’ 53.36" E Chord Bear = N 13^ 44’ 44.64" E Course from PT CL2499-11 to PC CL2499-12 N 28^ 22’ 53.36" E Dist 681.5821 Curve Data *----------* Curve CL2499-12 P.I. Station 126+15.0773 N 7,110,691.0386 E 2,399,995.2288 Delta = 26^ 23’ 25.11" (LT) Degree = 5^ 12’ 31.35" Tangent = 257.9045 Length = 506.6575 Radius = 1,100.0000 External = 29.8295 Long Chord = 502.1908 Mid. Ord. = 29.0420 P.C. Station 123+57.1728 N 7,110,464.1336 E 2,399,872.6365 P.T. Station 128+63.8304 N 7,110,948.7874 E 2,400,004.1898 C.C. N 7,110,987.0076 E 2,398,904.8540 Back = N 28^ 22’ 53.36" E Ahead = N 1^ 59’ 28.25" E Chord Bear = N 15^ 11’ 10.80" E Course from PT CL2499-12 to PC CL2499-13 N 1^ 59’ 28.25" E Dist 2,442.8496 Curve Data *----------* Curve CL2499-13 P.I. Station 154+77.2858 N 7,113,560.6648 E 2,400,094.9961 Delta = 37^ 40’ 49.75" (RT) Degree = 11^ 27’ 32.96" Tangent = 170.6059 Length = 328.8243 Radius = 500.0000 External = 28.3052 Long Chord = 322.9305 Mid. Ord. = 26.7887 P.C. Station 153+06.6799 N 7,113,390.1619 E 2,400,089.0682 P.T. Station 156+35.5042 N 7,113,691.9827 E 2,400,203.9087 C.C. N 7,113,372.7891 E 2,400,588.7663 Back = N 1^ 59’ 28.25" E Ahead = N 39^ 40’ 18.00" E Chord Bear = N 20^ 49’ 53.12" E Course from PT CL2499-13 to 201 N 39^ 40’ 18.00" E Dist 299.8612 Point 201 N 7,113,922.7905 E 2,400,395.3362 Sta 159+35.3654 ============================================================================== Ending chain CL2499 description 1 1 1 REVISED ALIGNMENT FROM STA.123+57.17 TO STA.159+35.37 BEGIN PROPOSED NOISE ATTENUATION WALL STA.42+00.00, 56.0’ LT. END PROPOSED NOISE ATTENUATION WALL STA.46+78.74, 56.0’ LT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.47+64.57, 56.0’ LT. END PROPOSED NOISE ATTENUATION WALL STA.49+00.00, 56.0’ LT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.49+00.00, 56.0’ RT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.81+00.00, 56.0’ LT. END PROPOSED NOISE ATTENUATION WALL STA.90+00.00, 56.0’ LT. INSTALL A 33" RCP. BEGIN PROPOSED NOISE ATTENUATION WALL STA.96+00.00, 56.0’ RT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.97+00.00, 56.0’ RT. END PROPOSED NOISE ATTENUATION WALL STA.100+00.00, 56.0’ LT. END PROPOSED NOISE ATTENUATION WALL STA.100+00.00, 56.0’ LT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.100+87.18, 56.0’ LT. END PROPOSED NOISE ATTENUATION WALL STA.117+00.00, 56.0’ LT. BEGIN PROPOSED NOISE ATTENUATION WALL STA.126+00.00, 181.50’ RT. CL PROP. R.O.W. PROP. R.O.W. N.T.S. 11.5’ 11.5’ 1:4 1:4 2.00% 2.00% 2.00% 2.00% CUT TYPICAL FILL TYPICAL 2’ 12’ 12’ 12’ 6" 2’ 120’ 4.0’ 2’ 12’ 12’ 6" 12’ 2’ 60’ 52’ LEFT TURN BAY 12’ TYPICAL SECTION FM 2499 WITH LEFT TURN LANE 40’ 60’ 6" FUTURE SIDEWALK FUTURE SIDEWALK 12’ 3.0’ 12’ 4.0’ CL PROP. R.O.W. MEDIAN PROP. R.O.W. 11.5’ 11.5’ 1:4 1:4 2.00% 2.00% 2.00% 2.00% CUT TYPICAL FILL TYPICAL 2’ 12’ 12’ 12’ 6" 2’ 120’ 40’ 6" 8.0’ 2’ 6" 12’ 12’ 6" 12’ 2’ 60’ 60’ 2% USUAL 2% USUAL 40’ 8.0’ 7.5’ 12’ 7.5’ 12’ FUTURE SIDEWALK FUTURE SIDEWALK BEGIN PROPOSED NOISE ATTENUATION WALL STA.55+67.92, 56.0’ LT. END PROPOSED NOISE ATTENUATION WALL STA.67+79.19, 56.0’ LT. 2 2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT 2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT ENGINEERS SURVEYORS SCIENTISTS PRELIMINARY - FOR INTERIM REVIEW ONLY or under the supervision of: Construction, Bidding, or Permit Purposes. They were prepared by, These documents are for Interim Review and not intended for Type or Print Name PE# Date HALFF ASSOCIATES, INC. 56306 Michael E. Romanowski ENGINEERS SURVEYORS SCIENTISTS PRELIMINARY - FOR INTERIM REVIEW ONLY or under the supervision of: Construction, Bidding, or Permit Purposes. They were prepared by, These documents are for Interim Review and not intended for Type or Print Name PE# Date HALFF ASSOCIATES, INC. 56306 Michael E. Romanowski 6-23-2010 SCALE: 1"=100’ H, 1"=10’ V JUNE, 2010 6-23-2010 SCALE: 1"=100’ H, 1"=10’ V JUNE, 2010
Transcript of texas department of transportation texas department of transportation design schematic fm 2499
27" P
IPE
8" SEWER
24" SEWER
6" C.I.
6" C
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8" V.C.P.
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SANITARY SEWER FORCE MAIN
SAN SEWER FORCE MAIN
SA
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10" FORCE MAIN
10" SAN. SEWER
10" FORCE MAIN
12" W
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8" W
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8" S
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12" WATER
12" WATER
12"
WA
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12"
WA
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WA
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6"
WA
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6"
WA
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6"
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6"
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30" R
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30" R
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27" SANITARY SEWER
(HICKORY CREEK INTERCEPTOR)
27" SAN. SEWER
8" S
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14"W
14"W
12" W
14"
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8"
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20" W
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24" SANITARY SEWER
(HICKORY CREEK INTERCEPTOR)
36" C
AS
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21" SEWER (HICKORY CREEK INTERCEPTOR)
24" S
S
42" CASING
8" S
S
8"SS
8"S
S
GA
S
66"RCP
42"RCP
36"RCP
24"R
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21"R
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10" SS
21"R
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FIBER OPTIC CABLE
27"RCP2-8’x3’ RCB
1-8
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B
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RC
B
3-6
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24"
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G R A Y S O N C O U N T YC O O K E C O U N T Y
CO
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D A L L A S C O U N T
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To Haslet To Fort Worth To Fort WorthSouthlake City Limit NORMAL POOL ELEV 535.0’
SPILLWAY ELEV 560.0’
Co
un
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Ro
ad
Celina
City
Limit
To WhitesboroTo Oklahoma City
CARROLLTON
POP 40,595COPPELL
POP 3,826
WESTLAKE
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IH 35 E
STATE SCHOOL RD.
ROBINSON RD.
PROPOSED RD.
PROPOSED RD.
FM2181
FM
2499
DENTON
STATE SCHOOL
BRIARCLIFF
ESTATES
WINBLETON
VILLAGE
OAKMONT
WYNSTONE
LAKE SHARON
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BRYANT
BRANCH
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1,000 - 2005 ADT
1,000 - 2025 ADT
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3,600
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7
PR
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3 -
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RC
B C
UL
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FL
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04
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FM
2499, S
TA
. 88+
40.0
0
PR
OP
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4 -
6’x
4’
RC
B C
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04
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FM
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5
PR
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FM
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.79.4
2
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3’
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UL
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FM
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7
PR
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RC
B C
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RT
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13
.16
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
(+) 0.77%
(+) 6
.00%
(+) 6
.00%
(-) 2.00%
(-) 2.00% (+) 2.81%
(+) 2.81%(-) 1.17%
(-) 1.17% (+) 2.08%
(+) 2.08% (-) 2.01%
(-) 2.01% (+) 1.72%
(+) 1.72% (-) 1.06%
(-) 1.06% (+) 1.04%
(+) 1.04%(+) 0.51%
(+) 0.51%(+) 1.58%
(+) 1.58% (-) 3.36%
(-) 3.36%(+) 1.32%
(+) 1.32% (-) 0.50%
(-) 0.50% (+) 1.18%
(+) 1.18%(+) 0.52% (+) 0.52% (-) 0.50%
(-) 0.50%(+) 2.33%
(+) 2.33%
(+) 4.81%
(+) 4.81%
(-) 2.65%
(-) 2.65%
(-) 1.47%
(+) 2.00%(-) 0.50%
(-) 1.50%
(-) 2.36%
(-) 2.36%(+) 1.35%
(+) 1.35% (-) 1.14%
(-) 1.14% (+) 2.35%
(+) 2.35%
(+) 0.77%
FM
24
99
ST
A.
10
0+
42
.45
RO
BIN
SO
N R
OA
D
100 WSE
615.90
100 WSE
605.39
(-) 1.47%
(-) 4.87%
(-) 4.87%
(-) 0.35%(-) 0.35% (+) 0.35%
(-) 0.35%
(-) 0.35% (+) 1.11%
(+) 1.11%(+) 2.00%
100 YR WSE
555.76
100 YR WSE
564.57
FM
2499, S
TA
. 0+
32.3
6
EX
IST
ING
30
" R
CP
CU
LV
ER
T
FL
= 5
59
.20
FM
24
99
, S
TA
. 4
+0
2.9
5
EX
IST
. 2-3
6" R
CP
CU
LV
ER
T
FL
= 5
50
.00
(+
/-)
FM
24
99
, S
TA
. 155+
69.3
0
EX
IST
. 24" R
CP
CU
LV
ER
T
FL
=6
19
.50
(+
/ -)
(-) 1.98%
PV
C.S
TA
. 1+
10.0
0
EL
.= 5
63
.55
PV
T.S
TA
. 1+
90.0
0
EL
.= 5
62
.01
PVI.STA. 1+50.00
PVI. EL. = 562.95
V.C. = 80.00’
e = 0.09’
K = 94
PV
C.S
TA
. 2+
45.0
0
EL
.= 5
60.7
1
PV
T.S
TA
. 5
+5
5.0
0
EL
.= 559.1
5
PVI.STA. 4+00.00
PVI. EL. = 557.06
V.C. = 310.00’
e = -1.44’
K = 84
PV
C.S
TA
. 7
+0
0.0
0
EL
.= 5
61
.10
PV
T.S
TA
. 9
+8
0.0
0
EL
.= 5
61
.39
PVI.STA. 8+40.00
PVI. EL. = 562.99
V.C. = 280.00’
e = 0.87’
K = 112
PVI.STA. 13+20.00
PVI. EL. = 557.50
V.C. = 300.00’
e = -1.31’
K = 86
PV
C.S
TA
. 1
1+
70
.00
EL
.= 5
59
.22
PV
T.S
TA
. 1
4+
70
.00
EL
.= 5
61.0
3
PV
C.S
TA
. 1
6+
55
.00
EL
.= 5
65.3
8
PV
T.S
TA
. 17+
95.0
0
EL
.= 5
67
.57
PV
C.S
TA
. 19+
75.0
0
EL
.= 5
68.9
6
PV
RC
.ST
A.
24
+2
5.0
0
EL
.= 5
84.1
9
PVI.STA. 17+25.00
PVI. EL. = 567.03
V.C. = 140.00’
e = 0.28’
K = 88
PVI.STA. 22+00.00
PVI. EL. = 570.69
V.C. = 450.00’
e = -2.94’
K = 86
PVI.STA. 27+60.00
PVI. EL. = 604.29
V.C. = 670.00’
e = 6.70’
K = 84
PV
RC
.ST
A. 30+
95.0
0
EL
.= 5
97
.60
PV
T.S
TA
. 35+
45.0
0
EL
.= 5
99.4
3
PVI.STA. 33+20.00
PVI. EL. = 593.11
V.C. = 450.00’
e = -2.70’
K = 94
PVI.STA. 39+00.00
PVI. EL. = 609.40
V.C. = 360.00’
e = 1.79’
K = 90
PV
T.S
TA
. 40+
80.0
0
EL
.= 6
07.2
9
PV
C.S
TA
. 37+
20.0
0
EL
.= 6
04.3
4
PV
C.S
TA
. 4
1+
35
.00
EL
.= 6
06.6
4
PV
RC
.ST
A.
44
+1
5.0
0
EL
.= 6
07
.91
PVI.STA. 42+75.00
PVI. EL. = 605.00
V.C. = 280.00’
e = -1.34’
K = 86
PVI.STA. 46+00.00
PVI. EL. = 611.75
V.C. = 370.00’
e = 1.89’
K = 90
PV
T.S
TA
. 47+
85.0
0
EL
.= 6
08.0
3
PV
C.S
TA
. 48+
30.0
0
EL
.= 6
07
.12
PV
T.S
TA
. 51+
70.0
0
EL
.= 6
06.6
3
PVI.STA. 50+00.00
PVI. EL. = 603.70
V.C. = 340.00’
e = -1.59’
K = 91
PV
C.S
TA
. 54+
60.0
0,
EL
.= 6
11
.62
PVI.STA. 56+10.00
PVI. EL. = 614.20
V.C. = 300.00’
e = 1.04’
K = 108
PV
T.S
TA
. 57+
60.0
0
EL
.= 6
12
.61
PVI.STA. 62+60.00
PVI. EL. = 607.30
V.C. = 280.00’
e = -0.73’
K = 133
PV
C.S
TA
. 6
1+
20
.00
EL
.= 6
08
.79
PV
T.S
TA
. 64+
00.0
0
EL
.= 6
08
.76
PVI.STA. 68+00.00
PVI. EL. = 612.92
V.C. = 80.00’
e = 0.05’
K = 151
PV
C.S
TA
. 67+
60.0
0
EL
.= 6
12
.51
PV
T.S
TA
. 68+
40.0
0
EL
.= 6
13
.13
PV
C.S
TA
. 7
2+
40
.00
EL
.= 6
15
.18
PV
T.S
TA
. 73+
60.0
0
EL
.= 6
16.4
3
PVI.STA. 73+00.00
PVI. EL. = 615.48
V.C. = 120.00’
e = -0.16’
K = 113
PVI.STA. 76+50.00
PVI. EL. = 621.00
V.C. = 400.00’
e = 2.47’
K = 81
PV
C.S
TA
. 7
4+
50
.00
EL
.= 6
17.8
5
PV
RC
.ST
A.
78
+5
0.0
0
EL
.= 6
14.2
9
PVI.STA. 80+40.00
PVI. EL. = 607.91
V.C. = 380.00’
e = -2.22’
K = 81
PV
T.S
TA
. 82+
30.0
0
EL
.= 6
10
.42
PVI.STA. 85+00.00
PVI. EL. = 614.00
V.C. = 200.00’
e = 0.46’
K = 110
PV
C.S
TA
. 8
4+
00
.00
EL
.= 6
12
.68
PV
T.S
TA
. 86+
00.0
0
EL
.= 6
13.5
0
PV
C.S
TA
. 8
9+
70
.00
EL
.= 6
11.6
5
PV
T.S
TA
. 9
1+
30
.00
EL
.= 6
12
.19
PVI.STA. 90+50.00
PVI. EL. = 611.25
V.C. = 160.00’
e = -0.34’
K = 95
PVI.STA. 97+00.00
PVI. EL. = 618.86
V.C. = 80.00’
e = 0.07’
K = 122
PV
C.S
TA
. 9
6+
60
.00
EL
.= 6
18.4
5
PV
T.S
TA
. 9
7+
40
.00
EL
.= 6
19
.14
PVI.STA. 100+00.00
PVI. EL. = 620.50
V.C. = 120.00’
e = 0.15’
K = 117
PV
C.S
TA
. 9
9+
40
.00
EL
.= 6
20
.19
PV
T.S
TA
. 1
00
+6
0.0
0
EL
.= 6
20.2
0
PV
C.S
TA
. 101+
25.0
0
EL
.= 6
19
.88
PV
T.S
TA
. 103+
75.0
0
EL
.= 6
22
.16
PVI.STA. 102+50.00
PVI. EL. = 619.25
V.C. = 250.00’
e = -0.89’
K = 88
PVI.STA. 108+40.00
PVI. EL. = 633.00
V.C. = 260.00’
e = -0.81’
K = 105
PV
C.S
TA
. 107+
10.0
0
EL
.= 6
29
.97
PV
T.S
TA
. 109+
70.0
0
EL
.= 6
39
.25
PV
C.S
TA
. 110+
10.0
0
EL
.= 6
41.1
7
PV
T.S
TA
. 1
17
+1
0.0
0
EL
.= 6
48
.71
PVI.STA. 113+60.00
PVI. EL. = 658.00
V.C. = 700.00’
e = 6.53’
K = 94
PV
C.S
TA
. 117+
95.0
0
EL
.= 6
46
.46
PV
T.S
TA
. 1
19
+0
5.0
0
EL
.= 6
44.1
9
PVI.STA. 118+50.00
PVI. EL. = 645.00
V.C. = 110.00’
e = -.0.16’
K = 93
PVI.STA. 122+50.00
PVI. EL. = 639.86
V.C. = 340.00’
e = 1.45’
K = 100
PVI.STA. 128+50.00
PVI. EL. = 608.18
V.C. = 400.00’
e = -2.26’
K = 88
PVI.STA. 135+50.00
PVI. EL. = 605.73
V.C. = 70.00’
e = -0.06’
K = 100
PV
T.S
TA
. 137+
80.0
0
EL
.= 6
06
.26
PV
C.S
TA
. 137+
00.0
0
EL
.= 6
06
.26
PV
C.S
TA
. 1
26
+5
0.0
0
EL
.= 6
17
.93
PV
T.S
TA
. 130+
50.0
0
EL
.= 6
07.4
8
PV
C.S
TA
. 1
20
+3
0.0
0
EL
= 6
42.3
6
PV
T.S
TA
. 1
23
+7
0.0
0
EL
.= 6
31.5
8
PV
C.S
TA
. 1
35
+1
5.0
0
EL
.= 6
05
.86
PV
T.S
TA
. 135+
85.0
0
EL
.= 6
05
.86
PV
C.S
TA
. 1
39
+3
5.0
0
EL
.= 6
05
.72
PV
T.S
TA
. 1
40
+6
5.0
0
EL
.= 6
06
.21
PV
C.S
TA
. 1
43
+5
0.0
0
EL
.= 6
09.3
7
PV
T.S
TA
. 1
44
+5
0.0
0
EL
.= 6
10
.92
PVI.STA. 137+40.00
PVI. EL. = 606.40
V.C. = 80.00’
e = 0.07’
K = 114
PVI.STA. 144+00.00
PVI. EL. = 609.92
V.C. = 100.00’
e = -0.83’
K = 112
PVI.STA. 140+00.00
PVI. EL. = 605.49
V.C. = 130.00’
e = -0.24’
K = 89
PV
C.S
TA
. 1
48
+6
5.0
0
EL
.= 6
19
.22
PVI.STA. 151+65.00
PVI. EL. = 625.22
V.C. = 600.00’
e = 1.87’
K = 241
PV
T.S
TA
. 1
55
+9
5.0
0
EL
.= 6
22
.13
563.7
2
561.7
7
559.6
0
558.5
0
558.5
9
559.7
6
561.1
0
562.0
1
56
2.0
2
56
1.1
6
560.0
2
558.9
2
558.7
1
559.6
7
561.7
4
56
4.0
9
56
6.3
3
567.6
1
56
8.3
8
569.1
9
57
0.8
3
57
3.6
3
577.6
0
582.7
3
588.3
5
59
2.8
6
59
6.1
8
59
8.3
0
599.2
3
59
8.9
6
59
7.5
0
59
6.0
9
59
5.7
5
59
6.4
8
59
8.2
7
60
0.9
7
603.7
8
606.2
4
60
7.6
1
60
7.8
7
607.0
5
606.1
3
606.2
9
60
7.6
1
609.2
7
609.8
6
60
9.3
4
60
7.7
3
605.9
8
60
5.2
9
60
5.6
9
60
7.1
4
60
8.8
6
610.5
9
61
2.2
3
61
3.1
2
61
3.0
8
612.1
8
611.
12
61
0.0
6
60
9.0
0
608.1
8
60
8.0
9
60
8.7
6
60
9.8
0
61
0.8
4
61
1.8
8
61
2.8
7
61
3.4
3
61
3.9
5
614.4
6
61
4.9
7
615.6
4
61
7.0
6
618.4
8
61
8.8
2
617.9
3
615.8
1
61
2.7
6
61
0.6
4
609.7
4
610.0
8
611.3
5
61
2.6
8
61
3.5
4
61
3.5
0
61
3.0
0
612.5
0
61
2.0
0
611.5
5
611.8
9
613.0
2
61
4.2
0
615.3
8
616.5
6
61
7.7
4
61
8.8
6
619.4
5
61
9.9
8
620.3
5
62
0.0
0
61
9.8
2
62
0.7
3
62
2.7
5
625.0
8
62
7.4
1
62
9.7
4
632.4
5
63
6.1
2
640.6
9
64
5.0
7
648.3
8
650.6
3
651.8
2
651.9
4
65
0.9
9
648.9
7
646.3
3
64
4.2
7
642.8
0
64
1.0
9
63
8.4
2
63
4.7
4
630.1
2
625.2
4
62
0.3
7
615.6
4
611.8
9
609.2
8
60
7.8
0
607.3
1
606.9
6
60
6.6
1
606.2
6
605.9
1
605.9
1
606.2
6
60
6.1
9
605.8
4
605.7
3
606.6
0
60
7.7
1
608.8
1
61
0.0
3
611.9
2
61
3.9
2
615.9
2
61
7.9
2
61
9.8
9
621.5
4
62
2.7
7
623.5
9
623.9
9
623.9
7
623.4
9
62
2.0
3
PVI.STA. 155+30.00
PVI. EL. = 623.41
V.C. = 130.00’
e = -0.24’
K = 88
PV
RC
.ST
A.
15
4+
65
.00
EL
.= 6
23
.74
56
3.1
56
0.2
556.2
55
3.9
555.6
55
8.2
557.2
555.2
555.1
550.4
550.9
551.2
552.7
552.6
552.8
56
1.7
569.2
56
2.2
56
2.0
565.2
569.4
572.6
574.2
579.3
58
6.0
593.8
60
0.6
60
5.0
602.7
59
7.9
595.2
59
3.9
592.9
59
3.9
59
7.1
60
0.9
60
3.9
606.8
609.1
60
9.3
607.6
60
6.3
605.4
60
6.0
60
9.0
611.9
61
0.3
60
8.0
606.8
60
5.2
606.7
60
8.0
609.6
611.2
612.9
612.9
612.6
610.6
610.6
609.8
60
8.2
607.3
607.4
60
8.4
611.
1
61
3.0
61
4.8
61
5.8
615.9
616.9
61
6.8
616.6
616.1
61
7.7
618.9
62
0.0
618.5
61
5.3
610.9
607.9
607.2
60
7.8
60
9.2
611.0
612.9
612.5
60
8.6
607.1
607.5
60
8.9
610.5
612.7
614.6
61
5.3
61
4.8
615.5
615.9
615.2
614.1
617.0
619.1
62
0.1
62
2.9
624.6
625.1
62
7.8
63
0.2
63
1.9
63
5.6
64
0.3
64
6.3
651.5
65
3.2
65
1.7
650.9
650.6
649.4
646.9
644.2
642.6
640.8
637.9
63
4.1
629.4
62
8.4
62
0.4
614.9
61
1.7
610.6
60
8.9
607.5
60
6.3
60
5.3
604.5
60
3.9
60
3.8
60
3.9
60
4.0
604.1
604.8
606.1
607.4
608.7
610.6
612.6
614.6
616.6
618.7
62
0.5
62
2.0
62
3.0
62
3.8
62
4.0
62
3.8
62
2.4
621.6
621.7
621.8
62
2.9
IH-3
5
RO
BIN
SO
N R
OA
D (
80F
T R
.O.W
.)
CA
B E
, P
G. 278 -
P.R
.D.C
.T.
OAKMONT II - SECTION I
LENNOX OAK II L.P.
CAB. P, PG. 367
P.R.D.C.T.
REMAINDER
PULTE HOMES OF TEXAS, L.P.
59.242 ACRES
CC # 98 - R0062410
R.P.R.D.C.T.
MEL WHEELER, ET UX
VOL. 1054, PG. 17
D.R.D.C.T.
REMAINDER
PULTE HOMES OF TEXAS, L.P.
CC #98-R0062410
R.P.R.D.C.T.
OAKMONT GOLF COURSE
TRACT ONE
OAKMONT MANAGEMENT CORP.
CC #92-R0077134
R.P.R.D.C.T.
WYNSTONE AT OAKMONT, PH I
CAB. Q, PG. 320
CC# 99-R0087859
R.P.R.D.C.T.
NOWLIN RD.
PA
LM
ET
TO
CO
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ALDERBROOK DR.
PIN
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ILL
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LN
HAYLING WAY
CR
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SH
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LN
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N50%
%d10’2
7"W
257.8
379
BANNER CHEVROLET CO.
(OWNER)
STATE SCHOOL ROAD
100’ ROW
WIMBLETON VILLAGE
PH III
BLOCKS 8 AND 9
CAB. B, PG. 350
10’
WA
TE
R &
SE
WE
R E
ASE
ME
NT
VO
L. 657/P
G. 735
60’ GENERAL UTILITY AND
ACCESS EASEMENT
DEVELOPED
REGAL DR.
50’ ROW
BRIERCLIFFSUBDIVISION
SECT. 1, BLOCK 3
BR
IER
CL
IFF
SU
BD
IVIS
ION
SE
CT
. 1, B
LO
CK
4
110’
CH
AN
NEL
WIM
BLETO
N V
ILLA
GE, P
H V
CA
B B
, PG
. 309
BLOCK 10
WIMBLETON VILLAGE, PH V
CALUSA DEVELOPMENTS INC.
(OWNER)CAB. B, PG. 309
BLOCKs 1 & 2
WIMBLETON VILLAGE, PH I
CAB. A, PG.434-1
WESSEX COURT
WIM
BL
ET
ON
BL
VD
.
80 R
.O.W
.
LENNOX OAK II L.P.
INST. # 97-ROO89915
BRYANT BRANCH PARK
CAB. E, SLIDE 207 & 208
FM
2181
VA
RIA
BL
E W
IDT
H R
.O.W
.
TRACT 17B
CATHERINE A. NEWMAN
VOL. 95, PG. 9869
D.R.D.C.T.
CATHERINE A. NEWMAN
VOL. 96, PG. 11649
D.R.D.C.T.
TRACT 18
R.W. CROWNOVER, DVM and wife, MYRA CROWNOVER
VOL. 2315, PG. 591
D.R.D.C.T.
B. M
ER
CH
AN
T S
UR
VE
Y
AB
ST
RA
CT
No. 800
DAN HAMPTON
VOL. 918, PG.102
2.50 AC
ROCKY M. MC MINN
VOL. 918, PG.107
2.50 AC
REMAINDER
THOMAS T. KIRBY, ET UX
VOL. 382, PG. 539
D.R.D.C.T.
80.50 AC.
ROCKY J. MC MINN
VOL. 1062, PG.243
0.867 AC
RO
BIN
SO
N R
OA
D
PU
BL
IC R
OA
D.
ST
AN
FO
RD
DR
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VIL
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NO
VA
DR
.
ST
. JO
HN
S D
R.
HARVARD DR.
5275
THOMAS T. KIRBY, JR.
AVA JOYCE KIRBY
VOL. 918, PG. 105
TRACT II
TOM D. JESTER, JR.
VOL. 422, PG. 825
22 ACRES
TRACT I
4.290 ACRES
16’ UTIL.
ESMT.
BRIERCLIFFSUBDIVISION
SECT. 1, BLOCK 1, LOT 2
CAB. A-105-2, P19
16’ UTIL.
ESMT.
OSCAR BLANKMEYER, JR.
VOL 1187, PG. 562
83.604 ACRES
HERSCHEL V. FORESTER
VOL 605, PG. 622
37.817 ACRES
5361
BRYANT BRANCH PARK(CAB. E, PG. 207)
TRACT I - HICKORY CREEK
CMH PARKS
VOL. 3126, PG. 0737
LENNOX OAK II L.P.
INST.# 97-ROO89915
R.P.R.D.C.T.
EXXON
STA.
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65.132 AC.
R.P.R.D.C.T.
JOHN E. WHATLEY AND WIFE
JUANITA S. WHATKEY
VOL 588, PG. 109
37.08 ACRES
CALUSA
DEVELOPMENTS, INC.
(OWNER)
LOT 1, BLK. A
BRIERWOOD
VOLUME M. PG. 263
P.R.D.C.T.
20’ DRA
INA
GE EA
SMT.
16’ DRAINAGE EASEMENT
26’
SA
NIT
AR
Y S
EW
ER
EA
SM
T.
BR
IGH
TO
N D
R.
50’
RO
W
30’ STREET DEDICATION
30’ STREET DEDICATION
FUTURE
120’ ROW
FUTURE 120’ R.O.W.
TO BE DEDICATED
60’ BRAZOS RIVER
TRANSMISSION ELECTRIC
COOPERATIVE EASEMENT
VO
L. 386, PG.59, D
RDCT
10’ UTILITY EASEMENT
FU
TU
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R.O
.W. T
O B
E D
ED
ICA
TE
D
FO
R F
UT
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HA
RO
N D
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CITY OF DENTON
TOWN OF CORINTH
TO
WN
OF
CO
RIN
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TO
WN
OF
CO
RIN
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CIT
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EN
TO
N
DE
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CO
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DENTON COUNTY
DE
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CO
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CIT
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N
CITY OF DENTON
DENTON COUNTY
TO
WN
OF
CO
RIN
TH
CIT
Y O
F D
EN
TO
N
DENTON COUNTY
CITY OF DENTON
TOWN OF CORINTH
TOWN OF CORINTH
DENTON COUNTY
CITY OF DENTON
CIT
Y O
F D
EN
TO
N
BARREL STRAP LN.
PO
TT
ER
Y T
RA
IL
SO
UT
H P
OT
TE
RY
TR
AIL
KIL
N D
R.
LAKE SHARON LP.
VOL. 4262, PG. 00138
DATE 1-25-99
ACLP SWISHER ROAD COMMERCIAL, L.P.
VOL. 4262, PG.00121
DATE 1-25-99
ATILA CONSTRUCTION COMPANY, L.P.
VOL. 4008, PG. 502
DATE 1-13-98
J.C
. PA
RK
ER
SU
RV
EY
, A
BSTR
AC
T N
O. 47
LAKE SHARON, L.P.
PLUTE HOMES OF TEXAS L.P.
VOL.4169 PG.1356
98-080867
Vol.1615 Pg.51
Jerry Kirby
KAATZ
VOL.4235 PG.409
CARTER
VOL.1367 PG. 417
TRACT III
BRIERCLIFFSUBDIVISION
SECT. 1, BLOCK 1, LOT 1
CAB. A-105-2, P19, 2.002 AC.
NO
WL
IN R
D.
30’ R
.O.W
.
DENTON
STATE SCHOOL
VOL. 435 PG. 12
D.R.D.C.
201.38 AC.
DENTON
STATE SCHOOL
VOL. 435 PG. 12
D.R.D.C.
201.38 AC.
BRIERCLIFF PARK
CITY OF DENTON (11.11 AC.)
PARKS AND RECREATION DEPARTMENT
(ANNUAL LEASE AGREEMENT BETWEEN
CITY OF DENTON AND DENTON STATE
SCHOOL)
R.H. MITCHELL
20’SANI. SEWER EASEMENT
VOL. 1121 PG. 33
PRIMECO LEASE AREA
VOL. 4177 PG. 00306
100’ ELECTRIC CO. EASEMNT
VOL. 373 PG. 246
75’ ELECTRIC CO. EASEMNT
VOL. 1139 PG. 760
LAKE SHARON,L.P. , VOL.4262,PG00143
TIM
BE
RG
LE
N C
O.
VO
L.2
881,P
G.4
36
LAKE SHARON, L.P.
VOL. 4017 PG. 0875
DATE 1-27-98
110’ STREET DED
ICATIO
N
4.391 ACRES 120’ R.O.W. DEDICATION
ROBINSON OAKS
34.106 ACRES
CAB. U, PG. 892-893
70’ GEN
ERAL U
TILITY
AN
D A
CC
ESS EASEM
ENT
16’ UTIL. EASMT.
YA
LE
DR
.
CIT
Y O
F D
EN
TO
N
DE
NT
ON
CO
UN
TY
CURVE C3
CURVE C1
CURVE C4
CURVE C5
CURVE C6
CURVE C7
CURVE C9
CURVE C10
CURVE C11
CURVE C12
CURVE C2
CURVE C8
CURVE C13
N 0^ 47’ 56" E
144.19’
N 2^ 39’ 15" E
114.30’
N 0^ 47’ 45" E
533.65’
N 3
6^ 23’ 4
2" W
194.12’
N 0^ 59’ 11" E
1,169.02’
N 26^ 33’ 12" W
323.43’
N 2^ 09’ 21" W
982.62’
N 8^ 02’ 54" W
304.75’
N 36^ 18’ 43" E
897.47’
N 28^ 05’ 45" E556.61’
N 0^ 53’ 24" W
954.09’
N 28^ 22’ 53" E681.58’
N 1^ 59’ 28" E
2,442.85’
N 39^ 40’ 18" E
299.86’
PO
T.S
TA
.0+
03.1
7
PC
.ST
A.1
+47.3
6
PT
.ST
A.1
+82.9
8
PC
.ST
A.2
+97.2
8
PT
.ST
A.3
+32.9
5
5+00
PC
.ST
A.8
+66.6
1
10+00
15+00
PT.S
TA
.15+
80.6
2
PC.S
TA
.17+
74.7
4
20+00
PT
.ST
A.2
4+
92.4
2
25+00
30+00
35+00
PC
.ST
A.3
6+
61.4
4
40+00
PT
.ST
A.4
1+90.1
6
45+00
PC
.ST
A.4
5+13.5
9
50+00
PT
.ST
A.5
1+
94.9
1
55+00
60+00
PC
.ST
A.6
1+
77.5
2
PT
.ST
A.6
2+
90.6
5
65+00
PC
.ST
A.6
5+
95.4
1
70+00
PT
.ST
A.7
4+47.0
6
75+00
80+00
PC
.ST
A.8
3+44.5
3
85+00
PT
.ST
A.8
5+
16.6
0
90+00
PC
.ST
A.9
0+
73.2
1
95+00
PT
.ST
A.9
7+
81.4
7
100+00
105+00
PC
.ST
A.1
07+
35.5
6
110+00
115+00
PT
.ST
A.1
16+
75.5
9
120+00
PC
.ST
A.1
23+
57.1
7
125+00
PT
.ST
A.1
28+
63.8
3
130+00
135+00
140+00
145+00
150+00
PC
.ST
A.1
53+
06.6
8
155+00
PT
.ST
A.1
56+35.5
0
PO
T.S
TA
.159+35.3
7
100+00
105+00
Gregory
3.7
Whi
te
Creek
Clear
Creek
Fla
tC
reek
4.9
Union
Hill
AT
& S
F R
Y
4.0
Tyson
PILOT POINT
2.0
1.8
1.2
1.0
1.5
0.2
2.4
0.3
1.3
POP 2,538
COUNTY
LINE
ROAD
4.4
5.7
10.9
Bra
nch
2.4
DENTON
SANGER
Paddock
Lake
4.0
POP 3,508
POP 66,270
3.0
NORMAL POOL ELEVATION 632.5’
0.6
0.6
0.5
0.5
TRIN
ITY
RIV
ER
EL
M
FO
RK
RAY ROBERTS LAKE
AUBREY
4.7
0.5
PA
CIF
IC
KRUGERVILLE
RA
ILR
OA
D
PARVIN
POP 1,138
POP 735
UN
ION
Bra
nch
Elm
Cre
ek
1.2
STONY
5.92.1
5.2
DROP
Stony
PONDER
AT
& S
F R
Y
POP 432
DENTON
MUNICIPAL
AIRPORT
RY
M-K-T
RR SHADY SHORES
CORINTH
OAK POINT
CROSS
ROADS
RY
Cooper
Creek
Pecan
Creek
LE
WIS
VIL
LE
POP 361
POP 645
POP 1,045
POP 3,944
LINCOLN
PARK
NAVO
LITTLE ELM
LAKEWOOD
VILLAGE
Bra
nch
Aly
ne
Bra
nch
Doe
Pan
ther
Cottonwood
POP 287
POP 1,255
POP 169
Creek
Bra
nch
Cre
ek
JUSTIN
AT
CH
ISO
N,
TO
PE
KA
AN
D
SA
NT
A F
E
RA
ILW
AY
NORTH-
LAKE
5.0
6.7
5.1
POP 250
POP 1,234
ARGYLE
POP 1,575
CORRAL
CITY
POP 46
RR
BARTONVILLE
POP 849
MARSHALL
CREEK
ROANOKE
POP 910
TROPHY
CLUB
Finch
er
Br
Creek
GRAPEVINE
LAKE
POP 315
LAKE
DALLAS
HICKORY
CREEK
COPPER
CANYON
DOUBLE
OAK
HIGHLAND
VILLAGE
FLOWER
MOUND
POP 3,656
POP 978
ATCHISON, TOPEKA AND SANTA FE
RAILWAY
MIS
SO
UR
I -
KA
NSA
S -
TEX
AS
RA
ILR
OA
D
THE
COLONY
ELM
FO
RK
TRINITY
RIVER
HEBRON
Dallas
Limit
City
BN
RR
POP 214
B377
E
Hickory
North
South
Hickory
BoomBranch
BOLIVAR
KRUM
Duck
Creek
Clear
Moore
s
Branch
Milam
POP 1,542
X
B35
Creek
Creek
Bra
nch
Culp
MUSTANG
Little
Cre
ek
Must
ang
Pecan
Cre
ek
Running
Cre
ek
Branch
Den
ton
Creek
Dry
Fork
Hickory
Creek
Cre
ek
Hickory
Creek
AT
& S
F
A T
&
S F
6
HACKBERRY
POP 200
Silver
Creek
Trail
Creek
Denton
Catherine
Branch
Harriet
Creek
Creek
Henri
etta
Cr
Timber
Creek
Timber
POP 1,664
POP 15,527
NORMAL POOL ELEVATION 515.0’
LAK
E
Stewart
India
n
Cre
ek
POP 46,521
WESTLAKENORMAL POOL ELEV 535.0’
2450
51
455
455
377
455
1173
2450
156
455
455
2164
3163
77
77
35
455
455
428
428
2153
2153
2164
2164
2931
1385
1385
377
455
428
428
3524
428
380
380
2622
2449
156
156
380
377
426
380377
2181
2181
35E
77
2931
377
380
424
720
1385
720
720
380
156
407
407
114
114
1384
35W
156
35W
407
407
407
1830
1171
1171
377
544
121
35
77
455
1173
1173
288 288
1515
1830
2449
407
1171
3040
2499
121
1171
2281
3040 35E
77
121
423
114
1702499
121
720
2934
455
POP 22,113
Frisco
CityLimit
544
Southlake City LimitSouthlake City Limit
Fort
Worth
City
Limit
377
POP 3,922
U P
423
423
423
LEWISVILLE
1171
Cit
y
Limit
Carr
ollto
n
288
Cr
RAY ROBERTS
LAKE STATE
RECREATION
AREA
LAKE
LEWISVILLE
STATE
RECREATION
AREA
2281
AT &
SF
RY
SCALE: 1"=100’
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00
540
550
560
570
580
590
600
610
620
630
640
650
540
550
560
570
580
590
600
610
620
630
640
650
IH 35E
TRAFFIC DIAGRAM
LEGEND
TEXAS DEPARTMENT OF TRANSPORTATION
TYPICAL SECTION FM 2499N.T.S.
N
N.T.S.
548
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
590
600
620
SCALE
H: 1"=100’
V: 1"=10’
AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION
8" SS
GAS
12" W
FIBER OPTIC
NOTES
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
TEXAS DEPARTMENT OF TRANSPORTATION
\avo 18082\, DGN=schm082.dgn, REF= 082align.dgn, 082pav.dgn, 99191-2d.dgn
STA
TE S
CH
OO
L R
D.
RO
BIN
SO
N R
OA
D
PU
BL
IC R
OA
D.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O
.W.
PROPO
SED R
.O.W
.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPO
SED R.O
.W.
PROPO
SED R.O
.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
FM 2499, STA. 126+60.36
STATE SCHOOL RD
FM 2499, STA. 137+42.58
PROPOSED 6 - 10’x5’ RCB
FM 2499, STA. 148+49.21
BRIGHTON ROAD
FM 2499, STA. 155+69.30
EXTEND EXISTING 24"RCP
AND INSTALL S.E.S.
FM 2499, STA. 100+42.52
ROBINSON ROAD
FM 2499, STA. 100+79.42
EXTEND EXISTING 8’x3’ RCB
AND INSTALL HEADWALL
@ WEST END.
FM 2499, STA. 97+69.65
PROPOSED 2 - 8’X3’ RCB CULVERT
FM 2499, STA. 88+40.00
PROPOSED 4 - 6’x4’ RCB CULVERT
W\ HEADWALLS
FM 2499, STA. 70+01.74
PINE HILLS LANE
FM 2499, STA. 47+20.68
PROPOSED ROAD FROM
WHATLEY PLAT
FM 2499, STA. 41+19.38
LAKE SHARON DRIVE
FM 2499, STA. 17+67.40
PROPOSED 3-10’ x 6’ RCB CULVERT
FM 2499, STA. 10+36.73
PROPOSED 10’x6’ RCB CULVERT
FM 2499, STA. 8+88.16
POTTERY TRAIL, WESTBOUND
FM 2499, STA. 8+19.65
POTTERY TRAIL, EASTBOUND
FM 2499, STA. 0+32.36
EXTEND EXISTING 30"RCP
AND INSTALL 2 - SLOPED
END SECTIONS ( S.E.S.)
PR
OP
OS
ED
RO
AD
FM 2499, STA. 99+21.57
PROPOSED 2 - 8’X3’ RCB CULVERT
FM 2499, STA. 81+42.67
PROPOSED 3 - 4’ x 2’ RCB CULVERT
FM 2499, STA. 4+02.95
EXTEND EXISTING 2-36"RCP
AND INSTALL 4 - S.E.S.
FM 2499, STA. 8+55.29
EXTEND EXISTING 18"RCP
AND INSTALL S.E.S. AND
2-10’ CURB INLETS
PROPOSED DRAINAGE
EASEMENT
FM 2499
FM 2499
FM 2499
FM 2499
FM 2499
FM 2499
EXISTING CONTOURS
EXISTING PAVEMENT EDGE
EXISTING UTILITY EASEMENT
PROPOSED DRAINAGE EASEMENT
PROPOSED FM2499 CENTERLINE
DRAINAGE DIRECTION
PROPOSED NOISE WALL
PROPOSED
HICKORY CREEK RD.
BY OTHERS
110’
ROW
130’
ROW
60’70’
120’ ROW
120’ ROW
120’ ROW
120’ ROW
120’ ROW
120’ ROW
PROPOSED DENTON
STATE SCHOOL
ENTRANCE
EXISTING R.OW.
PROPOSED R.OW.
DIRECTION OF TRAFFIC
EXISTING PROPERTY LINE
EXISTING LOT LINE
FUTURE LOT LINE
GRADING LIMITS
SURVEY LINE
CITY LIMITS
100 FLOODPLAIN LIMITS
100 YR FLOOD ELEVATION
EXISTING PAVEMENT
PROPOSED PAVEMENT
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING FIBER OPTICS
PROPOSED STORM SEWER
EXISTING POWER POLE
EXISTING SANITARY SEWER MANHOLE
LAKE SHARON
SCREENING WALL
BY OTHERS
STA 156+17.59, END PROJECT
CSJ 2681-01-012
STA 0+12.94, BEGIN PROJECT
CSJ 2681-01-012
ST
A 0
+1
2.9
4,
BE
GIN
PR
OJE
CT
CS
J 2
68
1-0
1-0
12
SCALE
H: 1"=100’
V: 1"=10’
STA 0+12.94 TO 156+41.39
SIGNALIZED
INTERSECTION
515’ R 515’ R
TAPER
STORAGE270.00’ (TYP.)
156.76’ (TYP.)
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
EXISTING GROUND
AT PGL
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
N
FU
TU
RE
FM
24
99
SE
CT
ION
5F
UT
UR
E F
M 2
49
9
SE
CT
ION
5
FM 2181
STA 0+12.94, BEGIN PROJECT
CSJ 2681-01-012
STA 156+12.78, END PROJECT
CSJ 2681-01-012
IH 35 E
N.T.S.
LOCATION MAP
IH 35 E
100.0’ (TYP.)
STORAGE TAPER156.76’ (TYP.)
515’ R515’ R
TYPICAL LEFT TURN BAYNON-SIGNALIZED INTERSECTIONS
ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS
c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION
ALL RIGHTS RESERVED
PROJECTED TRAFIC VOLUMES
OBTAINED FROM TxDOT,
TRANSPORTATION PLANNING
& PROGRAMMING
ON JANUARY, 2001
SCALE: 1"=100’
END PROPOSED NOISE
ATTENUATION WALL
STA.7+88.05, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.5+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.9+20.79, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.13+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.21+00.00, 56.0’ LT.END PROPOSED NOISE
ATTENUATION WALL
STA.29+00.00, 56.0’ LT.
FM 2499, STA. 54+77.45
HICKORY CREEK RD.
160+00
END PROPOSED NOISE
ATTENUATION WALL
STA.69+64.16, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.58+37.19, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.78+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.70+77.65, 56.0’ RT.
EXISTING DENTON STATE
SCHOOL ENTRANCE TO
BE ABANDONED
END PROPOSED NOISE
ATTENUATION WALL
STA.136+00.00, 56.0’ RT
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.100+83.52, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.117+00.00, 56.0’ RT.
DALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
DALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
ST
A 1
56+
17.5
9, E
ND
PR
OJE
CT
MA
TC
H E
XIS
TIN
G P
AV
EM
EN
T
CS
J 2
68
1-0
1-0
12
FM 2499 CENTERLINE DATA
1.) THE FLOODPLAIN BOUNDARY LIMITS WAS OBTAINED
FROM FIRM COMMUNITY-PANEL NUMBERS:
48121C0386 E, APRIL 2, 1997
48121C0387 E, APRIL 2, 1997
48121C0388 E, APRIL 2, 1997
48121C0389 E, APRIL 2, 1997
2) ADDITIONAL MEDIAN OPENINGS LOCATIONS TO BE
DETERMINED IN THE PS&E IN COORDINATION WITH THE
COUNTY OF DENTON AND CITY OF CORINTH.
3.) IMPACT TO JURISDICTIONAL WATERS IS LESS THAN 0.10
ACRES AND WILL BE HANDLED WITH NATIONWIDE PERMIT 14.
4.) DURING CONSTRUCTION AND AFTER PROJECT COMPLETION,
BEST MANAGEMENT PRACTICES WILL BE FOLLOWED IN
ACCORDANCE WITH TPDES GENERAL PERMIT TXR150000
DATED 3/5/03.
345.0’ (TYP.)
DECELERATION
CONTROL : 2681-01-012
DESIGN SPEED 45 mph FROM STA. 0+12.94 TO STA.153+06.68
DESIGN SPEED 30 mph FROM STA. 153+06.68 TO STA.156+35.37
FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
ROLL 1 OF 1
DESIGN SCHEMATIC
FM 2499, SECTION 5
FROM FM 2181 N TO IH 35E
DENTON COUNTY
PROJECT LENGTH: 2.954 MI.
DESIGN SCHEMATIC
FM 2499, SECTION 5
FROM FM 2181 N TO IH 35E
DENTON COUNTY
PROJECT LENGTH: 2.954 MI.
ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS
c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION
ALL RIGHTS RESERVED
CONTROL : 2681-01-012
DESIGN SPEED 45 mph FROM STA. 0+12.94 TO STA.153+06.68
DESIGN SPEED 30 mph FROM STA. 153+06.68 TO STA.156+35.37
FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
ROLL 1 OF 1
Beginning chain CL2499 description
==============================================================================
Point 200 N 7,098,781.8700 E 2,399,114.5440 Sta 0+03.1700
Course from 200 to PC CL2499-1 N 0^ 47’ 55.55" E Dist 144.1900
Curve Data
*----------*
Curve CL2499-1
P.I. Station 1+65.1718 N 7,098,943.8560 E 2,399,116.8024
Delta = 1^ 51’ 19.30" (RT)
Degree = 5^ 12’ 31.35"
Tangent = 17.8117
Length = 35.6204
Radius = 1,100.0000
External = 0.1442
Long Chord = 35.6188
Mid. Ord. = 0.1442
P.C. Station 1+47.3600 N 7,098,926.0460 E 2,399,116.5541
P.T. Station 1+82.9804 N 7,098,961.6487 E 2,399,117.6272
C.C. N 7,098,910.7114 E 2,400,216.4472
Back = N 0^ 47’ 55.55" E
Ahead = N 2^ 39’ 14.85" E
Chord Bear = N 1^ 43’ 35.20" E
Course from PT CL2499-1 to PC CL2499-2 N 2^ 39’ 14.85" E Dist 114.2978
Curve Data
*----------*
Curve CL2499-2
P.I. Station 3+15.1181 N 7,099,093.6446 E 2,399,123.7461
Delta = 1^ 51’ 29.85" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 17.8399
Length = 35.6766
Radius = 1,100.0000
External = 0.1447
Long Chord = 35.6751
Mid. Ord. = 0.1446
P.C. Station 2+97.2782 N 7,099,075.8239 E 2,399,122.9200
P.T. Station 3+32.9549 N 7,099,111.4828 E 2,399,123.9938
C.C. N 7,099,126.7612 E 2,398,024.1000
Back = N 2^ 39’ 14.85" E
Ahead = N 0^ 47’ 45.00" E
Chord Bear = N 1^ 43’ 29.92" E
Course from PT CL2499-2 to PC CL2499-3 N 0^ 47’ 45.00" E Dist 533.6519
Curve Data
*----------*
Curve CL2499-3
P.I. Station 12+36.7005 N 7,100,015.1413 E 2,399,136.5464
Delta = 37^ 11’ 27.28" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 370.0938
Length = 714.0143
Radius = 1,100.0000
External = 60.5901
Long Chord = 701.5451
Mid. Ord. = 57.4269
P.C. Station 8+66.6067 N 7,099,645.0832 E 2,399,131.4060
P.T. Station 15+80.6210 N 7,100,313.0463 E 2,398,916.9513
C.C. N 7,099,660.3616 E 2,398,031.5121
Back = N 0^ 47’ 45.00" E
Ahead = N 36^ 23’ 42.29" W
Chord Bear = N 17^ 47’ 58.64" W
Course from PT CL2499-3 to PC CL2499-4 N 36^ 23’ 42.29" W Dist 194.1196
Curve Data
*----------*
Curve CL2499-4
P.I. Station 21+46.8728 N 7,100,768.8477 E 2,398,580.9659
Delta = 37^ 22’ 53.62" (RT)
Degree = 5^ 12’ 31.35"
Tangent = 372.1322
Length = 717.6744
Radius = 1,100.0000
External = 61.2417
Long Chord = 705.0132
Mid. Ord. = 58.0120
P.C. Station 17+74.7406 N 7,100,469.3019 E 2,398,801.7705
P.T. Station 24+92.4151 N 7,101,140.9248 E 2,398,587.3727
C.C. N 7,101,121.9866 E 2,399,687.2097
Back = N 36^ 23’ 42.29" W
Ahead = N 0^ 59’ 11.33" E
Chord Bear = N 17^ 42’ 15.48" W
Course from PT CL2499-4 to PC CL2499-5 N 0^ 59’ 11.33" E Dist 1,169.0205
Curve Data
*----------*
Curve CL2499-5
P.I. Station 39+31.0102 N 7,102,579.3067 E 2,398,612.1403
Delta = 27^ 32’ 23.77" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 269.5746
Length = 528.7288
Radius = 1,100.0000
External = 32.5504
Long Chord = 523.6537
Mid. Ord. = 31.6149
P.C. Station 36+61.4356 N 7,102,309.7720 E 2,398,607.4992
P.T. Station 41+90.1644 N 7,102,820.4460 E 2,398,491.6317
C.C. N 7,102,328.7101 E 2,397,507.6622
Back = N 0^ 59’ 11.33" E
Ahead = N 26^ 33’ 12.44" W
Chord Bear = N 12^ 47’ 00.56" W
Course from PT CL2499-5 to PC CL2499-6 N 26^ 33’ 12.44" W Dist 323.4304
Curve Data
*----------*
Curve CL2499-6
P.I. Station 48+59.4941 N 7,103,419.1732 E 2,398,192.4195
Delta = 24^ 23’ 51.88" (RT)
Degree = 3^ 34’ 51.55"
Tangent = 345.8993
Length = 681.3136
Radius = 1,600.0000
External = 36.9625
Long Chord = 676.1778
Mid. Ord. = 36.1279
P.C. Station 45+13.5948 N 7,103,109.7602 E 2,398,347.0477
P.T. Station 51+94.9084 N 7,103,764.8277 E 2,398,179.4083
C.C. N 7,103,825.0123 E 2,399,778.2760
Back = N 26^ 33’ 12.44" W
Ahead = N 2^ 09’ 20.56" W
Chord Bear = N 14^ 21’ 16.50" W
Course from PT CL2499-6 to PC CL2499-7 N 2^ 09’ 20.56" W Dist 982.6164
Curve Data
*----------*
Curve CL2499-7
P.I. Station 62+34.1396 N 7,104,803.3234 E 2,398,140.3173
Delta = 5^ 53’ 33.35" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 56.6148
Length = 113.1297
Radius = 1,100.0000
External = 1.4560
Long Chord = 113.0799
Mid. Ord. = 1.4540
P.C. Station 61+77.5248 N 7,104,746.7487 E 2,398,142.4469
P.T. Station 62+90.6545 N 7,104,859.3806 E 2,398,132.3907
C.C. N 7,104,705.3718 E 2,397,043.2253
Back = N 2^ 09’ 20.56" W
Ahead = N 8^ 02’ 53.91" W
Chord Bear = N 5^ 06’ 07.23" W
Course from PT CL2499-7 to PC CL2499-8 N 8^ 02’ 53.91" W Dist 304.7510
Curve Data
*----------*
Curve CL2499-8
P.I. Station 70+43.8616 N 7,105,605.1689 E 2,398,026.9357
Delta = 44^ 21’ 36.73" (RT)
Degree = 5^ 12’ 31.35"
Tangent = 448.4561
Length = 851.6548
Radius = 1,100.0000
External = 87.9027
Long Chord = 830.5423
Mid. Ord. = 81.3981
P.C. Station 65+95.4055 N 7,105,161.1299 E 2,398,089.7232
P.T. Station 74+47.0603 N 7,105,966.5372 E 2,398,292.5027
C.C. N 7,105,315.1387 E 2,399,178.8886
Back = N 8^ 02’ 53.91" W
Ahead = N 36^ 18’ 42.83" E
Chord Bear = N 14^ 07’ 54.46" E
Course from PT CL2499-8 to PC CL2499-9 N 36^ 18’ 42.83" E Dist 897.4664
Curve Data
*----------*
Curve CL2499-9
P.I. Station 84+30.7117 N 7,106,759.1688 E 2,398,875.0019
Delta = 8^ 12’ 57.44" (LT)
Degree = 4^ 46’ 28.73"
Tangent = 86.1850
Length = 172.0746
Radius = 1,200.0000
External = 3.0910
Long Chord = 171.9272
Mid. Ord. = 3.0830
P.C. Station 83+44.5267 N 7,106,689.7205 E 2,398,823.9648
P.T. Station 85+16.6013 N 7,106,835.1978 E 2,398,915.5907
C.C. N 7,107,400.3371 E 2,397,856.9984
Back = N 36^ 18’ 42.83" E
Ahead = N 28^ 05’ 45.39" E
Chord Bear = N 32^ 12’ 14.11" E
Course from PT CL2499-9 to PC CL2499-10 N 28^ 05’ 45.39" E Dist 556.6074
Curve Data
*----------*
Curve CL2499-10
P.I. Station 94+35.0904 N 7,107,645.4523 E 2,399,348.1526
Delta = 28^ 59’ 09.47" (LT)
Degree = 4^ 05’ 33.20"
Tangent = 361.8817
Length = 708.2607
Radius = 1,400.0000
External = 46.0146
Long Chord = 700.7320
Mid. Ord. = 44.5504
P.C. Station 90+73.2087 N 7,107,326.2147 E 2,399,177.7246
P.T. Station 97+81.4694 N 7,108,007.2903 E 2,399,342.5314
C.C. N 7,107,985.5439 E 2,397,942.7003
Back = N 28^ 05’ 45.39" E
Ahead = N 0^ 53’ 24.08" W
Chord Bear = N 13^ 36’ 10.66" E
Course from PT CL2499-10 to PC CL2499-11 N 0^ 53’ 24.08" W Dist 954.0943
Curve Data
*----------*
Curve CL2499-11
P.I. Station 112+16.0742 N 7,109,441.7220 E 2,399,320.2474
Delta = 29^ 16’ 17.44" (RT)
Degree = 3^ 06’ 50.04"
Tangent = 480.5105
Length = 940.0270
Radius = 1,840.0000
External = 61.7072
Long Chord = 929.8374
Mid. Ord. = 59.7049
P.C. Station 107+35.5637 N 7,108,961.2696 E 2,399,327.7113
P.T. Station 116+75.5907 N 7,109,864.4762 E 2,399,548.6532
C.C. N 7,108,989.8506 E 2,401,167.4893
Back = N 0^ 53’ 24.08" W
Ahead = N 28^ 22’ 53.36" E
Chord Bear = N 13^ 44’ 44.64" E
Course from PT CL2499-11 to PC CL2499-12 N 28^ 22’ 53.36" E Dist 681.5821
Curve Data
*----------*
Curve CL2499-12
P.I. Station 126+15.0773 N 7,110,691.0386 E 2,399,995.2288
Delta = 26^ 23’ 25.11" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 257.9045
Length = 506.6575
Radius = 1,100.0000
External = 29.8295
Long Chord = 502.1908
Mid. Ord. = 29.0420
P.C. Station 123+57.1728 N 7,110,464.1336 E 2,399,872.6365
P.T. Station 128+63.8304 N 7,110,948.7874 E 2,400,004.1898
C.C. N 7,110,987.0076 E 2,398,904.8540
Back = N 28^ 22’ 53.36" E
Ahead = N 1^ 59’ 28.25" E
Chord Bear = N 15^ 11’ 10.80" E
Course from PT CL2499-12 to PC CL2499-13 N 1^ 59’ 28.25" E Dist 2,442.8496
Curve Data
*----------*
Curve CL2499-13
P.I. Station 154+77.2858 N 7,113,560.6648 E 2,400,094.9961
Delta = 37^ 40’ 49.75" (RT)
Degree = 11^ 27’ 32.96"
Tangent = 170.6059
Length = 328.8243
Radius = 500.0000
External = 28.3052
Long Chord = 322.9305
Mid. Ord. = 26.7887
P.C. Station 153+06.6799 N 7,113,390.1619 E 2,400,089.0682
P.T. Station 156+35.5042 N 7,113,691.9827 E 2,400,203.9087
C.C. N 7,113,372.7891 E 2,400,588.7663
Back = N 1^ 59’ 28.25" E
Ahead = N 39^ 40’ 18.00" E
Chord Bear = N 20^ 49’ 53.12" E
Course from PT CL2499-13 to 201 N 39^ 40’ 18.00" E Dist 299.8612
Point 201 N 7,113,922.7905 E 2,400,395.3362 Sta 159+35.3654
==============================================================================
Ending chain CL2499 description
1
1
1 REVISED ALIGNMENT FROM STA.123+57.17 TO STA.159+35.37
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.42+00.00, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.46+78.74, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.47+64.57, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.49+00.00, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.49+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.81+00.00, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.90+00.00, 56.0’ LT.
INSTALL A
33" RCP.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.96+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.97+00.00, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.100+00.00, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.100+00.00, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.100+87.18, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.117+00.00, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.126+00.00, 181.50’ RT.
CL
PR
OP
. R
.O.W
.
PR
OP
. R
.O.W
.
N.T.S.
11.5’11.5’
1:4
1:4
2.00% 2.00%2.00% 2.00%
CUT
TYPICALFILL
TYPICAL
2’ 12’ 12’
12’
6"
2’
120’
4.0’
2’ 12’ 12’
6"
12’
2’
60’
52’
LEFT TURN BAY
12’
TYPICAL SECTION FM 2499
WITH LEFT TURN LANE
40’
60’
6"
FUTURE
SIDEWALK
FUTURE
SIDEWALK
12’
3.0’
12’
4.0’
CL
PR
OP
. R
.O.W
.
MEDIANPR
OP
. R
.O.W
.
11.5’11.5’
1:4
1:4
2.00% 2.00%2.00% 2.00%
CUT
TYPICALFILL
TYPICAL
2’ 12’ 12’
12’
6"
2’
120’
40’
6"
8.0’
2’6" 12’ 12’
6"
12’
2’
60’60’
2% USUAL 2% USUAL
40’8.0’
7.5’
12’
7.5’
12’
FUTURE
SIDEWALK
FUTURE
SIDEWALK
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.55+67.92, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.67+79.19, 56.0’ LT.
2
2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT
ENGINEERS SURVEYORS SCIENTISTS
PRELIMINARY - FOR INTERIM REVIEW ONLY
or under the supervision of:Construction, Bidding, or Permit Purposes. They were prepared by,These documents are for Interim Review and not intended for
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
56306Michael E. Romanowski
ENGINEERS SURVEYORS SCIENTISTS
PRELIMINARY - FOR INTERIM REVIEW ONLY
or under the supervision of:Construction, Bidding, or Permit Purposes. They were prepared by,These documents are for Interim Review and not intended for
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
56306Michael E. Romanowski6-23-2010
SCALE: 1"=100’ H, 1"=10’ V
JUNE, 2010
6-23-2010
SCALE: 1"=100’ H, 1"=10’ V
JUNE, 2010
