DEN Legend: TO T N AR C R Texas Department of Transportation … · 2016. 2. 19. · plant 4...
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0 VERTICAL 10 20 30 GRAPHIC SCALES IN FEET 0 100 200 300 HORIZONTAL SH 170 Legend: EXISTING PAVEMENT REMOVAL PROPOSED RETAINING WALL ALBCL-1 SH170 FUNCTIONAL CLASSIFICATION DESIGN SPEED ROADWAY TYPE PROPOSED SH 170 MAINLANES PROPOSED FRONTAGE ROADS/CITY STREETS PROPOSED DIRECT CONNECTORS PROPOSED BRIDGE EXISTING BRIDGE EXISTING R.O.W. PROPERTY OWNER PARCEL NUMBER EXISTING PROPERTY LINE PROPOSED/EXISTING BASELINE NAME PROPOSED/EXISTING CURVE NAME PROPOSED PAVEMENT EDGE CITY LIMITS EXISTING CREEK CENTER LINE EXISTING OH ELECTRIC LINE EXISTING WATER LINE EXISTING SANITARY SEWER EXISTING GAS LINE EXISTING COMMUNICATION LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING BRIDGE BENT LOCATION EXISTING PAVEMENT PROPOSED CONTROL OF ACCESS (ACCESS DENIAL LINE) EXISTING CONTROL OF ACCESS (ACCESS DENIAL LINE) PROPOSED RAMPS PROPOSED SHOULDER (RAMPS) PROPOSED SHOULDER (MAINLANES) ADA RAMP SIGNALIZED INTERSECTION PROPOSED LANE GEOMETRY IMPROVEMENTS BY OTHERS IMPROVEMENTS BY OTHERS (UNDER CONSTRUCTION) N.T.S. WORTH FORT ISLAND PELICAN SOUTHLAKE COLLEYVILLE SANSOM PARK VILLAGE WESTWORTH VILLAGE WORTH LAKE NEWARK ROANOKE TROPHY CLUB WISE COUNTY DENTON COUNTY TARRANT COUNTY 287 287 199 CITY HALTOM HASLET KELLER RIVER OAKS LAKESIDE SETTLEMENT WHITE SAGINAW BLUE MOUND WATAUGA BEDFORD HURST HILLS RICHLAND BENBROOK HILLS WESTOVER FOREST HILL EDGECLIFF PANTEGO DALWORTHINGTON GARDENS HILLS RICHLAND NORTH MARSHALL CREEK WESTLAKE EXISTING BURIED ELECTRIC LINE SIDEWALK EXISTING DRAINAGE EASEMENT ISLAND U-TURNS PARISH LN FRONTAGE ROADS RAMPS DIRECT CONNECTORS MAINLANES 15 MPH 45 MPH 45 MPH 50 MPH 50 MPH 70 MPH URBAN COLLECTOR URBAN ARTERIAL URBAN COLLECTOR URBAN FREEWAY URBAN FREEWAY URBAN FREEWAY END CSJ:3559-01-005 STA 1335+70.93 SH 170 END PROJECT 121 TEXAS 121 TEXAS 287 114 TEXAS 183 183 183 183 10 377 303 B287 B287 508 180 199 TEXAS 287 114 TEXAS TEXAS 170 35W INTERSTATE 820 INTERSTATE 820 INTERSTATE 820 INTERSTATE 820 INTERSTATE INTERSTATE 30 INTERSTATE 30 INTERSTATE 30 INTERSTATE 30 INTERSTATE 20 820 INTERSTATE INTERSTATE 20 INTERSTATE 35W PROJECT LOCATION FORT WORTH ALLIANCE AIRPORT RAMP PROFILES ROLL 2: DIRECT CONNECTOR PROFILES RAMPS AND MAJOR CROSS STREETS DIRECT CONNECTORS STA 1279+27.81 TO END PROJECT ROLL 1: SH 170 MAINLANES SHEET INDEX R Texas Department of Transportation 3559-01-005 CSJ: 3559-02-008 BEGIN CSJ STA 1279+27.81 SH 170 Copyright 2015 by Texas Department of Transportation all rights reserved DESIGN SCHEMATIC DENTON AND TARRANT COUNTIES ROLL OF 2 PROJECT LENGTH: 1.0687 MILES CSJ: 3559-01-005 (DENTON COUNTY) CSJ: 3559-02-008 (TARRANT COUNTY) TO: SH 114 FROM: ROANOKE ROAD P.E. NO. NAME DATE NELSON L. UNDERWOOD 91203 THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: FOR PERMITTING, BIDDING OR CONSTRUCTION PURPOSES. REGULATORY APPROVAL ONLY. THEY ARE NOT INTENDED THESE DOCUMENTS ARE FOR INTERIM REVIEW AND PRELIMINARY FOR INTERIM REVIEW ONLY 12/14/2015 LOCATION MAP 0 VERTICAL 10 20 30 GRAPHIC SCALES IN FEET 0 100 200 300 HORIZONTAL SH 170 FUNCTIONAL CLASSIFICATION DESIGN SPEED ROADWAY TYPE N.T.S. WORTH FORT ISLAND PELICAN SOUTHLAKE COLLEYVILLE SANSOM PARK VILLAGE WESTWORTH VILLAGE WORTH LAKE NEWARK ROANOKE TROPHY CLUB WISE COUNTY DENTON COUNTY TARRANT COUNTY 287 287 199 CITY HALTOM HASLET KELLER RIVER OAKS LAKESIDE SETTLEMENT WHITE SAGINAW BLUE MOUND WATAUGA BEDFORD HURST HILLS RICHLAND BENBROOK HILLS WESTOVER FOREST HILL EDGECLIFF PANTEGO DALWORTHINGTON GARDENS HILLS RICHLAND NORTH MARSHALL CREEK WESTLAKE U-TURNS PARISH LN FRONTAGE ROADS RAMPS DIRECT CONNECTORS MAINLANES 15 MPH 45 MPH 45 MPH 50 MPH 50 MPH 70 MPH URBAN COLLECTOR URBAN ARTERIAL URBAN COLLECTOR URBAN FREEWAY URBAN FREEWAY URBAN FREEWAY END CSJ:3559-01-005 STA 1335+70.93 SH 170 END PROJECT 121 TEXAS 121 TEXAS 287 114 TEXAS 183 183 183 183 10 377 303 B287 B287 508 180 199 TEXAS 287 114 TEXAS TEXAS 170 35W INTERSTATE 820 INTERSTATE 820 INTERSTATE 820 INTERSTATE 820 INTERSTATE INTERSTATE 30 INTERSTATE 30 INTERSTATE 30 INTERSTATE 30 INTERSTATE 20 820 INTERSTATE INTERSTATE 20 INTERSTATE 35W PROJECT LOCATION FORT WORTH ALLIANCE AIRPORT RAMP PROFILES ROLL 2: DIRECT CONNECTOR PROFILES RAMPS AND MAJOR CROSS STREETS DIRECT CONNECTORS STA 1279+27.81 TO END PROJECT ROLL 1: SH 170 MAINLANES SHEET INDEX R Texas Department of Transportation 3559-01-005 CSJ: 3559-02-008 BEGIN CSJ STA 1279+27.81 SH 170 Copyright 2015 by Texas Department of Transportation all rights reserved DESIGN SCHEMATIC DENTON AND TARRANT COUNTIES ROLL OF 2 PROJECT LENGTH: 1.0687 MILES CSJ: 3559-01-005 (DENTON COUNTY) CSJ: 3559-02-008 (TARRANT COUNTY) TO: SH 114 FROM: ROANOKE ROAD P.E. NO. NAME DATE NELSON L. UNDERWOOD 91203 THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: FOR PERMITTING, BIDDING OR CONSTRUCTION PURPOSES. REGULATORY APPROVAL ONLY. THEY ARE NOT INTENDED THESE DOCUMENTS ARE FOR INTERIM REVIEW AND PRELIMINARY FOR INTERIM REVIEW ONLY 12/14/2015 LOCATION MAP TRAFFIC DATA - ROANOKE RD. TO SH 114 K FACTOR: 10.5 PERCENT TRUCKS OF DHV: 9.4 DIRECTIONAL DISTRIBUTION: 57-43 2045 ADT: 61,600 2035 ADT: 55,900 SH 170: ROANOKE ROAD to SH 114 BRIAN R. BARTH, P.E., FORT WORTH INTERIM DISTRICT ENGINEER JAMES "KELLY" SELMAN, P.E., DALLAS DISTRICT ENGINEER DALLAS AND FORT WORTH DISTRICTS BRIAN R. BARTH, P.E., FORT WORTH INTERIM DISTRICT ENGINEER JAMES "KELLY" SELMAN, P.E., DALLAS DISTRICT ENGINEER DALLAS AND FORT WORTH DISTRICTS XX DECEMBER 2015 DECEMBER 2015 DI RT DI RT O TTI N G ER RD RO A NO KE RD 639 . 2 638 . 7 6 3 1 . 6 633 . 6 629 . 5 630 . 1 629 . 9 633 . 3 635 . 5 633 . 1 632 . 9 628 . 9 625 . 0 6 1 6 . 5 6 2 9 . 0 634. 8 637 . 1 647 . 2 15" San Sew in 30" Casing 1 26 5 + 0 0 1290 + 00 1295 + 00 1300 + 00 1305 + 00 13 1 0 + 0 0 1 3 15 + 00 1 3 20 + 0 0 1 33 0 + 0 0 1335 + 00 1 34 0 + 00 0 . 00 ' 1 00 + 0 0 1 270 + 0 0 1275 + 00 12 95 + 00 13 0 0 + 0 0 1305 + 00 1310 + 00 1315 + 00 1335 + 00 15 + 00 25 + 00 1 10 + 00 1255 + 00 1295 + 00 1 3 1 0 + 00 13 15 + 00 1 325 + 0 0 134 0 + 0 0 1345 + 00 15 + 00 25 + 00 10 + 00 15 + 0 0 2 0 + 0 0 10 + 00 15 + 00 20 + 00 132 0 + 00 133 5 + 00 1345 + 0 0 25 + 0 0 1325+00 1 3 3 0 + 0 0 1340 + 00 1 35 0 + 00 1 3 2 0 + 00 1 3 2 5 + 0 0 1330 + 0 0 13 35 + 0 0 13 40 + 00 1345 + 00 1 315 + 00 10+00 2 0 + 00 10 + 00 20 + 00 13 4 5 + 0 0 1 255 + 00 1260 + 00 1 27 0 + 0 0 1 27 5 + 00 1280+00 1 285 + 0 0 1 3 25 + 00 1255 + 00 1260 + 0 0 126 5 + 0 0 1280 + 00 1285 + 00 1290 + 00 1320 + 0 0 1325+00 1 3 3 0 + 0 0 13 4 0 + 00 1345 + 00 135 0 + 0 0 1260 + 00 12 6 5 + 00 1 2 7 5 + 0 0 1280+00 1285 + 00 1290 + 0 0 1 30 0 + 00 13 0 5 + 0 0 132 0 + 00 1330+00 1335 + 00 9 5 + 0 0 10 0 + 00 30 1 0 0 + 0 0 2. 00 % 2. 81 % + 24 4 . 59 % + 74 2. 6 0 % 2. 81 % + 15 3. 96 % 2. 60 % + 0 6 4 . 59 % + 8 9 3. 63% 2. 50 % + 95 2. 50 % + 25 2. 50 % 2. 50 % 2. 50 % + 4 8 2. 6 0 % 2. 50 % + 76 2. 50 % + 15 3. 0 0 % 2. 50 % + 55 3. 51 % + 62 3. 51 % + 8 8 58 61 59 60 35A 1 2 3 39 38 37 36 5 7 8 10 ROANOKE RD M AI N ST HW Y 114 E BYRON NEL SON BL VD WESTLAKE ROANOKE WESTLAKE MARSHALL BRANCH TRIB OF PARI SH L N WESTLAKE WESTLAKE CLUB TROPHY OTT I NGER RD T A RR A N T C OUN T Y D E N T O N C O UN T Y 1275+00 1280+00 1285+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 642. 27 640 . 88 637 . 83 639 . 13 638 . 92 638 . 62 638 . 40 637 . 65 637 . 02 636 . 12 635 . 72 635 . 48 635 . 89 636 . 82 639 . 20 642. 04 644 . 02 646 . 39 648 . 42 649 . 72 650 . 85 651 . 81 653. 81 650 . 67 631 . 73 631 . 43 633. 01 633. 88 633. 77 633. 54 633. 18 633. 35 633. 27 632. 99 632. 90 633. 53 633. 78 633. 78 633. 20 632. 55 632. 25 631 . 21 631 . 29 630 . 19 MIN VERT CLR 16.59' C L PA RI SH L N. 350' 642. 00 641 . 50 641 . 00 640 . 50 640 . 00 639 . 50 639 . 00 638 . 50 638 . 00 637 . 50 637 . 21 637 . 33 637 . 88 638 . 83 640 . 21 642. 00 644 . 00 646 . 00 647 . 97 649 . 70 651 . 17 652. 38 653. 32 654 . 00 654 . 41 654 . 56 654 . 45 654 . 07 653. 42 652. 51 651 . 34 649 . 90 648 . 20 646 . 23 644 . 00 641 . 54 639 . 12 637 . 13 635 . 58 634 . 48 633. 80 633. 20 632. 60 ( + ) 2 . 000 0 % ( + ) 2 . 0000 % SHE170 STA 1299 + 05 . 00 BEGI N BRI DGE 115'-120'-115' PRESTR CONC BEAMS (ROLL 2) PROFILE GRADE BL SHL170 PROPOSED (ROLL 2) PROFILE GRADE BL SHR170 PROPOSED ADD TO EXISTING MBC PROPOSED 1-9'X6' RBC TRIB OF MARSHALL BRANCH EXISTING 6-9'X6' MBC (-) 0 . 5000 % ELE. =633. 80 BEGI N EB DI REC T C ONNEC TOR PROFI LE END EB MA I NL ANES PROFI LE SHR170 STA 1315 + 00 . 00 = SHE170 STA 1315 + 00 . 00 = ELE. =632. 22 BEGI N WB DI REC T C ONNEC TOR PROFI LE END WB MA I NL ANES PROFI LE SHL 170 STA 1317 + 62. 94 SHE170 STA 1317 + 62. 94 = EL . =634 . 04 ' PV T. STA . 1314 + 60 . 00 EL . =642. 79 ' PV T. STA . 1309 + 50 . 00 EL . =640 . 54 ' PV C . STA . 1310 + 40 . 00 EL . =642. 00 ' PV T. STA . 1290 + 00 . 00 EL . =647 . 00 ' PV C . STA . 1292+ 50 . 00 EL . =637 . 50 ' PV C . STA . 1284 + 00 . 00 (- ) 2 . 4957 % K = 378 e = -9.55' V.C. = 1,700.00' PVI.EL. = 664.00 PVI.STA = 1301+00.00 SHE170 STA 1302+ 55 . 00 END BRI DGE K = 240 e = 1.88' V.C. = 600.00' PVI.EL. = 636.00 PVI.STA = 1287+00.00 K = 222 e = 1.00' V.C. = 420.00' PVI.EL. = 635.30 PVI.STA.= 1312+50.00 ( - ) 2 . 4 957 % (-) 0 . 6000 % IN 30" CASING 15" SAN SEWER EXISTING SH 170 WB PGL SH 170 EB PGL & PROPOSED GRADE AT AT CL (SHE170) EXISTING GROUND 633.34' 100 YR WSE C L OTTI NGER RD. ( + ) 1 . 0000 % 642. 27 642. 00 643. 98 644 . 85 645 . 89 646 . 37 647 . 21 647 . 80 648 . 10 647 . 79 647 . 61 647 . 31 646 . 93 646 . 27 646 . 23 645 . 63 645 . 00 644 . 59 644 . 13 643. 63 642. 91 642. 69 643. 00 644 . 00 645 . 00 645 . 91 646 . 63 647 . 16 647 . 50 647 . 66 647 . 63 647 . 41 647 . 00 646 . 50 646 . 00 645 . 50 645 . 00 644 . 50 644 . 00 643. 50 643. 00 642. 50 EL . =647 . 00 ' PV T. STA . 1265 + 00 . 00 EL . =645 . 00 ' PV C . STA . 1257 + 00 . 00 (-) 0 . 50 00 % (ROLL 2) PROFILE GRADE BL 170E114 PROPOSED (ROLL 2) PROFILE GRADE BL 114W170 PROPOSED (ROLL 2) PROFILE GRADE BL ROAE170 PROPOSED (ROLL 2) PROFILE GRADE BL 170WROA PROPOSED K = 533 e = -1.50' V.C. = 800.00' PVI.EL. = 649.00 PVI.STA. 1261+00.00 1270+00 1265+00 1260+00 1320+00 1325+00 1330+00 1335+00 1340+00 PGL SHLD 2.5% M AX 6 : 1 M AX 4 : 1 10' C.Z. C.Z. L C L SH 170 EXISTING TYPICAL SECTION L C L 20' USUAL ROW EXIST 3 LANES 40' FRONTAGE RD 20' USUAL ROW EXIST 3 LANES 40' FRONTAGE RD 20' USUAL ROW EXIST 3 LANES 40' FRONTAGE RD 6 : 1 M A X 36' 10' PURPOSE LANE GENERAL 3- 12' AUX SHLD 20' USUAL ROW EXIST 3 LANES 40' FRONTAGE RD 6 : 1 M AX 4 : 1 M AX 36' 10' PURPOSE LANE GENERAL 3- 12' AUX SHLD R.O.W. 2.5% 2.5% VARIES VARIES 12' SHLD 12' SHLD PGL PGL 4 : 1 M AX 4 : 1 M AX 6' 6' 4% 12' 12' C.Z. C.Z. R.O.W. PGL SHLD 2.5% M A X 6 : 1 M A X 4 : 1 14' 8' 6 : 1 M AX M A X 4 : 1 C.Z. C.Z. PROPOSED RAMPS 6 : 1 M AX 6 : 1 M A X PGL L B L L B L L B L L B L 0-12' 0-12' M AX 6 : 1 M AX 4 : 1 SHLD PGL PGL PGL VARIES (380' MIN - 680' MAX) VARIES (380' MIN - 680' MAX) 2' 2' 11' 11' 14' 2' 2' 11' 11' 14' 12' 12' 12' 2' 2' 12' 12' 12' 2' 2' 4 % 36'-24' PGL SHLD 2.5% M AX 6 : 1 M AX 4 : 1 10' C.Z. C.Z. M AX 6 : 1 M AX 4 : 1 SHLD 36'-24' L C L 2.0% 2.0% CURB PGL 12' 4' 38' 4 : 1 U S UA L 38' 2' 4.0% 2' 1' 2' 1' 12' 12' 12' 11' 11' 12' 12' 12' 2.0% CURB CURB 25' 25' CURB 4 : 1 U S U A L 2' 4.0% 2.0% CURB CURB 25' 25' N.T.S. PARISH LANE EXISTING TYPICAL SECTION L C L 2.0% 2.0% CURB PGL 12' 4' 38' 4 : 1 U S UA L 38' 2' 4.0% 2' 1' 2' 1' 11' 11' 14' 11' 11' 11' 11' 14' 2.0% CURB CURB 25' 25' CURB 4 : 1 U S UA L 2' 4.0% 2.0% CURB CURB 25' 25' N.T.S. PARISH LANE FOR BICYCLE ACCOMMODATION RESTRIPING EXISTING TYPICAL SECTION 8-20' 30' 30' 8-20' 70-82' 70-82' N.T.S. STA 1315+00.00 TO STA 1333+18.00 EB DIRECT CONNECTOR (SHR170) PROPOSED TYPICAL SECTION N.T.S. STA 1317+62.94 TO STA 1336+12.11 WB DIRECT CONNECTOR (SHL170) PROPOSED TYPICAL SECTION SSB** ** SIDE TO BE DETERMINED BICYCLE ACCOMMODATION * 14' OUTSIDE LANE FOR * BICYCLE ACCOMMODATION * 14' OUTSIDE LANE FOR * 58'-38' 16' 16' 12'-4' 12' BICYCLE ACCOMMODATION * 14' OUTSIDE LANE FOR * * 58'-38' 16' 16' 12'-4' 16' 26' 16' 4' 12' 2.6% 2.6% 2.6% 2.6% N.T.S. N.T.S. 6' SIDEWALK 6' SIDEWALK L C L 20' USUAL ROW EXIST 3 LANES 40' FRONTAGE RD 36' 10' PURPOSE LANE GENERAL 3- 12' AUX SHLD 20' USUAL ROW EXIST 3 LANES 40' FRONTAGE RD 36' 10' PURPOSE LANE GENERAL 3- 12' AUX SHLD 2.5% 2.5% VARIES VARIES 12' SHLD 12' SHLD PGL PGL 6' 6' 12' 12' C.Z. C.Z. R.O.W. L B L L B L PGL PGL VARIES (380' MIN - 680' MAX) 2' 2' 11' 11' 14' 2' 2' 11' 11' 14' 8-20' 30' 30' 8-20' 70-82' 70-82' ** SIDE TO BE DETERMINED BICYCLE ACCOMMODATION * 14' OUTSIDE LANE FOR * BICYCLE ACCOMMODATION * 14' OUTSIDE LANE FOR * 2.6% 2.6% 12' 12' N.T.S. STA 1299+05.00 TO 1302+55.00 (WESTBOUND) STA 1299+05.00 TO 1302+55.00 (EASTBOUND) SH 170 PROPOSED TYPICAL SECTION N.T.S. STA 1302+55.00 TO 1317+62.94 (WESTBOUND) STA 1290+89.43 TO 1299+05.00 (WESTBOUND) STA 1302+55.00 TO 1315+00.00 (EASTBOUND) STA 1288+74.00 TO 1299+05.00 (EASTBOUND) SH 170 PROPOSED TYPICAL SECTION RAMP SH 170 EB TO HWY 114 BASELINE (170E114) RAMP HWY 114 TO WB SH 170 BASELINE (114W170) SH 170 CENTERLINE (SH170) SHE170 FREBSH FRWBSH SH 170 EB MAINLANES TO SH 114 SB MAINLANES BASELINE (SHR170) SH 114 NB MAINLANES TO SH 170 WB MAINLANES BASELINE (SHL170) SHR170 SHL170 RAMP ROANOKE RD TO EB SH 170 BASELINE (ROAE170) RAMP SH 170 WB TO ROANOKE RD BASELINE (170WROA) ROAE170 170WROA 170E114 114W170 HORIZONTAL ALIGNMENT DATA SHE170060 1,873.57' 3,483.72' 3,819.72' 1275+47.40 7,044,718.21 2,358,515.78 1256+73.83 1291+57.55 SHE170070 2,014.97' 3,512.09' 2,864.79' 1337+77.91 7,049,892.09 2,362,440.33 1317+62.94 1352+75.03 FREBSH120 2,280.55' 4,232.34' 4,583.66' 1273+14.31 7,044,316.37 2,358,270.46 1250+33.76 1292+66.10 FREBSH130 642.70' 1,284.05' 11,459.16' 1299+08.82 7,046,519.84 2,360,191.46 1292+66.12 1305+50.17 FREBSH140 2,003.88' 3,497.23' 2,864.79' 1335+79.77 7,049,540.39 2,362,280.00 1315+75.89 1350+73.11 FRWBSH190 550.29' 1,099.74' 11,459.16' 1299+60.39 7,047,110.73 2,360,024.65 1294+10.10 1305+09.84 FRWBSH200 579.78' 1,150.79' 3,819.72' 1325+13.33 7,049,082.08 2,361,648.10 1319+33.54 1330+84.33 FRWBSH210 1,164.03' 2,154.09' 2,291.83' 1342+48.36 7,050,038.60 2,363,106.16 1330+84.33 1352+38.42 ROAE170-1 82.78' 165.43' 1,762.95' 10+82.78 7,045,297.17 2,358,908.79 10+00.00 11+65.43 ROAE170-2 592.41' 1,175.46' 3,819.72' 17+57.84 7,045,722.21 2,359,433.40 11+65.43 23+40.89 ROAE170-3 191.46' 382.77' 5,729.58' 25+32.34 7,046,376.97 2,359,864.37 23+40.89 27+23.66 170WROA-1 200.90' 401.79' 22,918.31' 12+00.90 7,045,772.57 2,359,046.29 10+00.00 14+01.79 170WROA-2 70.68' 141.27' 1,527.89' 14+72.48 7,045,946.66 2,359,254.74 14+01.79 15+43.06 170WROA-3 182.68' 365.24' 5,729.58' 17+25.74 7,046,126.33 2,359,433.38 15+43.06 19+08.30 170WROA-4 100.04' 200.00' 2,864.79' 24+12.54 7,046,643.33 2,359,885.68 23+12.50 25+12.50 170E114-1 126.17' 252.18' 2,864.79' 11+26.17 7,047,285.20 2,360,553.29 10+00.00 12+52.18 170E114-2 191.71' 383.27' 5,729.58' 14+43.89 7,047,520.59 2,360,766.92 12+52.18 16+35.45 170E114-3 135.15' 269.50' 1,432.39' 22+58.55 7,048,159.22 2,361,272.95 21+23.40 23+92.90 114W170-1 235.96' 471.64' 5,729.58' 12+35.96 7,047,464.33 2,360,508.43 10+00.00 14+71.64 114W170-2 175.40' 350.36' 2,864.79' 22+57.50 7,048,326.46 2,361,056.92 20+82.10 24+32.47 EASTBOUND FRONTAGE ROAD BASELINE (FREBSH) WESTBOUND FRONTAGE ROAD BASELINE (FRWBSH) SHR170-1 672.50' 1,322.97' 2,989.35' 1322+85.76 7,048,688.75 2,361,557.68 1316+13.26 1329+36.23 SHR170-2 1,055.44' 2,022.48' 2,864.79' 1339+91.67 7,049,485.60 2,363,090.91 1329+36.23 1349+58.70 SHL170-1 646.46' 1,269.87' 2,750.20' 1325+90.06 7,048,960.20 2,361,703.34 1319+43.60 1332+13.47 SHL170-2 1,341.95' 2,509.98' 2,864.79' 1345+55.42 7,049,843.17 2,363,484.96 1332+13.47 1357+23.45 NUM DELTA DEGREE TANGENT LENGTH RADIUS PI STATION PC STATION PT STATION PI EASTING PI NORTHING SLOPE BEGIN CROSS TRANSITION BEGIN SUPERELEVATION BEGIN FULL END TRANSITION AND SUPERELEVATION FULL BEGIN TRANSITION SUPERELEVATION AND END FULL TRANSITION END SLOPE END CROSS BASELINE CURVE NAME DIRECTION SHE170 EB 4.59% 1288+74.00 1297+25.00 -2.50% SHE170 WB -2.50% 1255+07.00 1257+57.00 -4.59% 1290+89.00 1292+95.00 -2.50% -3.51% -2.50% 1316+55.00 1320+88.00 3.51% SUPERELEVATION TABLE -2.50% 1251+06.00 1259+57.00 EB TO SB -2.50% 1315+15.00 1316+62.00 NB TO WB SHR170 SHL170 N/A N/A N/A N/A N/A N/A SHR170-1 SHL170-1 SHE170060 SHE170060 ALL TRANSITIONS ARE PARABOLIC. EB -2.80% EB -2.00% -2.81% WB 2.60% WB 2.60% 3.63% EB 2.50% 3.00% WB 2.50% 2.60% N/A 17+24.00 15+76.83 N/A 19+76.00 21+23.40 N/A N/A N/A -2.00% 23+10.00 24+57.72 -3.96% 21+61.56 20+15.00 N/A 17+62.00 4.59% N/A N/A N/A 19+09.00 N/A N/A N/A 19+53.31 18+06.00 N/A N/A N/A N/A N/A 19+95.20 18+48.00 170EROA 170EROA-3 ROAE170 170E114 ROAW170 170WROA 114W170 -4.59% 17+91.00 19+38.00 PROPERTY OWNERSHIP PARCEL OWNER TARRANT COUNTY PROPERTY OWNERSHIP PARCEL OWNER DENTON COUNTY 58 Ltd Associates Retail 170 59 Ltd Associates Retail 170 60 Lp Land 2421 Hw 61 Lp Land 2421 Hw 1 LTD ASSOCIATES RETAIL 170 2 LTD ASSOCIATES RETAIL 170 3 LTD ASSOCIATES RETAIL 170 5 LTD ASSOCIATES RETAIL 170 7 LTD ASSOCIATES RETAIL 170 8 LLC GATEWAY, ROANOKE 10 TEXAS OF STATE 36 LTD ASSOC RETAIL WESTLAKE 37 LP LAND 2421 HW 38 ESTATE W SAM LEE, EXECUTOR, IND B, MARGARET LEE, 39 LP LAND 2421 HW 35A LTD ASSOC RETAIL WESTLAKE PARISH LN ROANOKE RD MAIN ST JT OTTINGER RD 30800 27950 15550 1300 1200 650 1300 1200 650 30800 27950 15550 25400 23050 12850 5400 4900 2700 2600 2350 1300 25400 23050 12850 2700 2450 1400 29500 26750 14900 1100 1000 550 1100 1000 550 7350 6650 3750 6250 5650 3200 4650 4200 2350 22700 20600 11450 150 100 50 150 100 50 150 100 50 150 100 50 1850 1650 950 1850 1650 950 2800 2550 1400 22700 20600 11450 7350 6650 3750 24850 22550 12550 5950 5400 3000 26250 23850 13250 4550 4100 2300 4550 4100 2300 30800 27950 15550 ROANOKE RD 24850 22550 12550 2600 2350 1300 3350 3050 1700 5200 4700 2650 2150 1950 1100 1650 1750 1000 1650 1750 1000 3250 2950 1650 5200 4700 2650 WB SH 170 EB SH 170 SH 170 WB SH 170 EB 1000 - 2045 ADT 1000 - 2035 ADT 1000 - 2015 ADT TRAFFIC DIAGRAM E X I T E X I T E X I T R o a n o k e R d E X I T O N L Y E A S T T E X A S 1 1 4 J C T 1 M L E T E X A S 1 1 4 W E S T T r o p h y L a k e D r T O 3 7 7 D e n t o n H w y N E X T R G H T R o a n o k e R d E X I T ¼ M I L E P a r i s h L n P a r i s h L n E X T ¼ M I L E A L L T R A F F I C M U S T E X I T F R E E W A Y E N D S ½ M L E S H L 1 70 S H R 170 S H L 17 0 S H R 1 70 S H E 170 S H E 170 FRWBSH STA 1291+80.44 END TAPER MAIN PARISH ROANOK ROANOK EXISTING ROW EXISTING COMMUNICATION LINE EXISTING COMMUNICATION LINE EXISTING COMMUNICATION LINE SHE170 STA 1299+05.00 BEGIN BRIDGE SHE170 STA 1297+15.98 END CSJ: 3559-02-008 BEGIN CSJ: 3559-01-005 BEGIN CSJ: 3559-01-004 END CSJ: 3559-02-007 SHE170 STA 1297+15.98 EXISTING ROW EASEMENT EXISTING DRAINAGE SHE170 STA 1284+83.26 END PROP. ACCESS DENIAL SHE170 STA 1323+02.18 END PROP. ACCESS DENIAL EASEMENT EXISTING DRAINAGE SHE170 STA 1278+48.97 BEGIN PROP. ACCESS DENIAL SHE170 STA 1284+83.26 END EXIST. ACCESS DENIAL SHE170 STA 1282+39.92 BEGIN EXIST. ACCESS DENIAL SHE170 STA 1319+71.78 END EXIST. ACCESS DENIAL SHE170 STA 1285+63.55 END EXIST. ACCESS DENIAL SHE170 STA 1281+26.02 BEGIN EXIST. ACCESS DENIAL SHL170 STA 1322+43.60 END TAPER D=2° 5' 00.00" SHL170-1 SHR170 STA 1324+53.26 END TAPER = MAIN STA 100+00.00 SHE170 STA 1317+00.00 SHR170 STA 1316+13.26 BEGIN TAPER VERT CLEARANCE POINT OF MIN FREBSH STA 1286+24.24, 56.00' LT BEGIN ROAE170 STA 15+76.83 = EXISTING 6-9'X6' MBC SHE170 STA 1287+64.10 END PROP. ACCESS DENIAL FRWBSH STA 1286+40.44 BEGIN TAPER FRWBSH STA 1286+40.44, 56.00' RT BEGIN 170WROA STA 15+43.06 = FREBSH STA 1317+33.13 END TAPER FREBSH STA 1317+33.13, 56.00' LT END 170E114 STA 21+23.40 = FREBSH STA 1311+93.13 BEGIN TAPER SHE170 STA 1316+86.53 END EXIST. ACCESS DENIAL FRWBSH STA 1312+93.88, 56.00' RT END 114W170 STA 19+95.20 = SHE170 STA 1314+36.07 BEGIN PROP.ACCESS DENIAL SHE170 STA 1314+82.22 BEGIN EXIST. ACCESS DENIAL EXISTING ROW WALL KK ROANOK STA 30100+00.00 SHE170 STA 1276+71.50 = SHE170 STA 1291+87.55, 104.03' LT END 170WROA STA 19+53.31 = END ROAE170 STA 21+61.56 = SHE170 STA 1290+52.96, 94.02' RT SHE170 STA 1310+69.13, 104.00' RT BEGIN 170E114 STA 16+35.75 = SHE170 STA 1323+38.43 BEGIN EXIST. ACCESS DENIAL SHE170 STA 1327+76.89 END EXIST. ACCESS DENIAL SHE170 STA 1328+04.65 BEGIN EXIST. ACCESS DENIAL SHE170 STA 1330+26.10 END EXIST. ACCESS DENIAL SHE170 STA 1280+41.68 BEGIN PROP. ACCESS DENIAL SHE170 STA 1317+62.94, 24' LT SHL170 STA 1317+62.94 = STA 1255+00 TO STA 1317+62.94 SH 170 MAINLANES PROFILE 177.15 LT SHE170 STA 1299+01 END WALL JJ 168.73 LT SHE170 STA 1302+57 END WALL KK S H 17 0 E B T O S H 11 4 S H 114 W B T O S H 170 R O A N O K E T O E B S H 1 70 FRWBSH STA 1276+99.44 ROANOK STA 30097+97.93 = FREBSH STA 1276+83.20 ROANOK STA 30101+85.46 = SHE170 STA 1302+55.00 END BRIDGE = PARISH STA 100+00.00 SHE170 STA 1300+80.00 PARISH STA 102+27.16= FREBSH STA 1302+55.87 SHE170 STA 1314+27.78 BEGIN EXIST. ACCESS DENIAL SHE170 STA 1314+27.78 BEGIN PROP. ACCESS DENIAL FREBSH STA 1316.57.08 MAIN STA 102+78.31= FRWBSH STA 1317+79.59 MAIN STA 97+20.87= SHL170 STA 1319+43.60 BEGIN TAPER SHR170 STA 1315+00.00, 24'RT SHE170 STA 1315+00.00 = TIE TO PROPOSED BY OTHERS END WB DIRECT CONNECTOR SHL170 STA 1336+12.11 SHE170 STA 1318+72.41 END PROP. ACCESS DENIAL 167 . 03 R T S H E 170 S T A 1299 + 03 B E G I N W A LLJ J 172.45 RT SHE170 STA 1302+59 BEGIN WALL KK BEGIN 114W170 STA 15+03.83 = SHE170 STA 1309+43.36, 94.05' LT FRWBSH STA 1299+37.83 PARISH STA 97+69.66= EXI STI NG ROANOKE RD. TO BE REMOV E D =ROANOK STA 30100 + 00 . 00 , ELEV =638 . 26 SHE170 STA 1276 + 71 . 50 , ELEV =641 . 14 EXI STI NG MA I N ST. TO BE REMOV ED =MA I N STA 100 + 00 . 00 , ELEV =632. 25 SHE170 STA 1317 + 00 . 00 , ELEV =632. 60 = PARISH STA 100+00.00, ELEV = 630.35 SHE170 STA 1300+80.00, ELEV = 654.49 S H 170 W B T O R OA N OK E DIRECT CONNECTORS STA 1279+27.81 TO STA 1335+70.93 PLAN SH 170 at PARRISH LANE 1 1 710 700 610 620 630 640 650 660 670 680 690 600 590 580 570 600 590 580 570 700 710 610 620 630 640 650 660 670 680 690 NOTE: ACTUAL UTILITY LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION. PROPOSED EXI STI NG 1 EXISTING SANITARY SEWER W A LLJ J EXISTING ROW SHE170060 FRWBSH180 ROAE170-1 170WROA-1 ROAE170-2 170WROA-2 170WROA-4 170WROA-3 ROAE170-3 FREBSH130 TIE TO PROPOSED BY OTHERS END EB DIRECT CONNECTOR SHR170 STA 1333+18.00 FREBSH120 PROPOSED COSS STA. 1296+17 114W170-1 FRWBSH190 170E114-1 170E114-2 PROPOSED OSB STA. 1305+42 114W170-2 FRWBSH200 PROPOSED COSS STA. 1315+00 170E114-3 SHR170-1 FREBSH140 LINE COMMUNICATION EXISTING FRWBSH210 SHE170070 SHR170-2 SHL170-2 PROPOSED COSS STA. 1339+35 PROPOSED COSS STA. 1353+00 END CSJ: 3559-01-005 SHE170 STA 1335+70.93 END PROJECT STA. 1306+89 PROPOSED OSB PROPOSED COSS STA. 1323+00
Transcript of DEN Legend: TO T N AR C R Texas Department of Transportation … · 2016. 2. 19. · plant 4...
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EXISTING PAVEMENT REMOVAL
PROPOSED RETAINING WALL
ALBCL-1
SH170
FUNCTIONAL CLASSIFICATIONDESIGN SPEEDROADWAY TYPE
PROPOSED SH 170 MAINLANES
PROPOSED FRONTAGE ROADS/CITY STREETS
PROPOSED DIRECT CONNECTORS
PROPOSED BRIDGE
EXISTING BRIDGE
EXISTING R.O.W.
PROPERTY OWNER PARCEL NUMBER
EXISTING PROPERTY LINE
PROPOSED/EXISTING BASELINE NAME
PROPOSED/EXISTING CURVE NAME
PROPOSED PAVEMENT EDGE
CITY LIMITS
EXISTING CREEK CENTER LINE
EXISTING OH ELECTRIC LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING GAS LINE
EXISTING COMMUNICATION LINE
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING BRIDGE BENT LOCATION
EXISTING PAVEMENT
PROPOSED CONTROL OF ACCESS (ACCESS DENIAL LINE)
EXISTING CONTROL OF ACCESS (ACCESS DENIAL LINE)
PROPOSED RAMPS
PROPOSED SHOULDER (RAMPS)
PROPOSED SHOULDER (MAINLANES)
ADA RAMP
SIGNALIZED INTERSECTION
PROPOSED LANE GEOMETRY
IMPROVEMENTS BY OTHERS
IMPROVEMENTS BY OTHERS (UNDER CONSTRUCTION)
N.T.S.
RAIL
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B287
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1220
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2871
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37730
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820
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303
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20287
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580
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UNIO
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WORTHFORT
ISLAND
PELICAN
AVONDALE
Pop 795
SOUTHLAKE
COLLEYVILLE
SANSOM PARKVILLAGE
WESTWORTH
VILLAGE
WORTH
LAKE
NEWARKROANOKE
Pop 315
TROPHY CLUB
WISE COUNTY DENTON COUNTY
TARRANT COUNTY
BU
RLIN
GT
ON
UNIO
N
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PA
CIFIC
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(RLTN
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RAILT
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ACIFIC
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UP
RR UP
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PACIFICRAILROA
D
PA
CIF
IC
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RO
AD
C
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L
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BU
RLIN
GT
ON
UP RR
PACIFIC
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360
B287
B287
B287
30
377
30
287
35W
20
820
82020
287
35W
B287
3479
3479
B287
B287
B287
30
PA
CIFIC
RAIL
RO
AD
BU
RLIN
GT
ON
NO
RT
HE
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SA
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A
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UNION
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DA
LLA
S
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D
(DA
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DA
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SA
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(DA
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BN
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CO
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LIN
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(SSW
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UPR
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UPRR
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199TEXAS
CITY
HALTOM
DIDO
LAKEVIEW
AVON
HASLET
KELLER
RIVER OAKS
LAKESIDE
SETTLEMENT
WHITE
SAGINAW
BLUE MOUND
WATAUGA
BEDFORD
HURST
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RICHLAND
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WESTOVER
FOREST HILLEDGECLIFF
Pop 11,482
PANTEGO
DALWORTHINGTON
GARDENS
Pop 2,371
Pop 1,758
HILLS
RICHLAND
NORTH
MARSHALL
CREEK
WESTLAKE
BN
SF
UNIO
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CIF
IC
UP
RR
BN
SF
EXISTING BURIED ELECTRIC LINE
SIDEWALK
EXISTING DRAINAGE EASEMENT
ISLAND
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FRONTAGE ROADS
RAMPS
DIRECT CONNECTORS
MAINLANES
15 MPH
45 MPH
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URBAN COLLECTOR
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END CSJ:3559-01-005
STA 1335+70.93
SH 170
END PROJECT
121TEXAS
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820INTERSTATE
INTERSTATE
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INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
20820INTERSTATE
INTERSTATE
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INTERSTATE
35W
PROJECT LOCATION
FORT WORTH
ALLIANCE
AIRPORT
AIRPORT
MANGHAM
AIRPORT
MUNICIPAL
ARLINGTON
JOINT RESERVE BASE
CARSWELL STATION/
AIR FORCE
PLANT 4
AIRPORT
MEACHAM
WORTH
FORT
AIRPORT
GOODE
AIRFIELD
HICKS
RAMP PROFILES
ROLL 2: DIRECT CONNECTOR PROFILES
RAMPS AND MAJOR CROSS STREETS
DIRECT CONNECTORS
STA 1279+27.81 TO END PROJECT
ROLL 1: SH 170 MAINLANES
SHEET INDEX
R
Texas Department of Transportation
3559-01-005
CSJ:
3559-02-008
BEGIN CSJ
STA 1279+27.81
SH 170
Copyright 2015 by Texas Department of Transportation all rights reserved
DESIGN SCHEMATIC
DENTON AND TARRANT COUNTIES
ROLL OF 2
PROJECT LENGTH: 1.0687 MILES
CSJ: 3559-01-005 (DENTON COUNTY)
CSJ: 3559-02-008 (TARRANT COUNTY)
TO: SH 114
FROM: ROANOKE ROAD
P.E. NO.NAME DATE
NELSON L. UNDERWOOD 91203
THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:
FOR PERMITTING, BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL ONLY. THEY ARE NOT INTENDED
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
PRELIMINARY FOR INTERIM REVIEW ONLY
12/14/2015
LOCATION MAP
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N.T.S.
RAIL
RO
AD
NO
RT
HE
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SF RY
NO
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UNION
170
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1220
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820
30
183
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35W
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156
820
35W
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81
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183
121
3030
199
287
180
157
157157
303
180
287
UNIO
N
114
377
UP
RR
156
114377
114
B
N
S
F
377
114
20
180
WORTHFORT
ISLAND
PELICAN
AVONDALE
Pop 795
SOUTHLAKE
COLLEYVILLE
SANSOM PARKVILLAGE
WESTWORTH
VILLAGE
WORTH
LAKE
NEWARKROANOKE
Pop 315
TROPHY CLUB
WISE COUNTY DENTON COUNTY
TARRANT COUNTY
BU
RLIN
GT
ON
UNIO
N
UP
RR
PA
CIFIC
RAIL
RO
AD
RAIL
RO
AD
NO
RT
HE
RN
BU
RLIN
GT
ON
AT
&
UP
RR
UNIO
N
UP
RR
RAIL T
RA
N
(RLTN
)
RAILT
RAN
UNIO
N P
ACIFIC
RAIL
RO
AD
UP
RR UP
RR
PACIFICRAILROA
D
PA
CIF
IC
RAIL
RO
AD
C
TR
L
RAIL
RO
AD
BU
RLIN
GT
ON
UP RR
PACIFIC
RAILROAD
360
B287
B287
B287
30
377
30
287
35W
20
820
82020
287
35W
B287
3479
3479
B287
B287
B287
30
PA
CIFIC
RAIL
RO
AD
BU
RLIN
GT
ON
NO
RT
HE
RN
SA
NT
A
FE
UNION
CO
RP
(RLT
N)
DA
LLA
S
ARE
A
RAPI
D
(DA
RT)
DA
LLA
SA
RE
A
RA
PID
TR
ANSIT
(DA
RT)
BN
SF
DA
RT
BN
SF
CO
RP
SA
NT
A
FE
CO
RP
BN
SF
BN
SF
LIN
K
DA
RT
(SSW
)
TR
ANS
IT
UPR
R
C
TR
L
CO
RP
UP
RR
UPRR
BN
SF
UNION
UNIO
N
PA
CIFIC
R
AIL
RO
AD
BN
SF
UP
RR
BN
SF
35W35W
B287
BN
RR
3433
PA
CIFIC
RAIL
RO
AD
114
170
118
156
287
287
199TEXAS
CITY
HALTOM
DIDO
LAKEVIEW
AVON
HASLET
KELLER
RIVER OAKS
LAKESIDE
SETTLEMENT
WHITE
SAGINAW
BLUE MOUND
WATAUGA
BEDFORD
HURST
HILLS
RICHLAND
BENBROOK
HILLS
WESTOVER
FOREST HILLEDGECLIFF
Pop 11,482
PANTEGO
DALWORTHINGTON
GARDENS
Pop 2,371
Pop 1,758
HILLS
RICHLAND
NORTH
MARSHALL
CREEK
WESTLAKE
BN
SF
UNIO
N
PA
CIF
IC
UP
RR
BN
SF
U-TURNS
PARISH LN
FRONTAGE ROADS
RAMPS
DIRECT CONNECTORS
MAINLANES
15 MPH
45 MPH
45 MPH
50 MPH
50 MPH
70 MPH
URBAN COLLECTOR
URBAN ARTERIAL
URBAN COLLECTOR
URBAN FREEWAY
URBAN FREEWAY
URBAN FREEWAY
END CSJ:3559-01-005
STA 1335+70.93
SH 170
END PROJECT
121TEXAS
121TEXAS
287
114TEXAS
183
183
183
183
10
377
303
B287
B287
508
180
199TEXAS
287
114TEXAS
TEXAS
170
35WINTERSTATE
820INTERSTATE
820INTERSTATE
820INTERSTATE
820INTERSTATE
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
20820INTERSTATE
INTERSTATE
20
INTERSTATE
35W
PROJECT LOCATION
FORT WORTH
ALLIANCE
AIRPORT
AIRPORT
MANGHAM
AIRPORT
MUNICIPAL
ARLINGTON
JOINT RESERVE BASE
CARSWELL STATION/
AIR FORCE
PLANT 4
AIRPORT
MEACHAM
WORTH
FORT
AIRPORT
GOODE
AIRFIELD
HICKS
RAMP PROFILES
ROLL 2: DIRECT CONNECTOR PROFILES
RAMPS AND MAJOR CROSS STREETS
DIRECT CONNECTORS
STA 1279+27.81 TO END PROJECT
ROLL 1: SH 170 MAINLANES
SHEET INDEX
R
Texas Department of Transportation
3559-01-005
CSJ:
3559-02-008
BEGIN CSJ
STA 1279+27.81
SH 170
Copyright 2015 by Texas Department of Transportation all rights reserved
DESIGN SCHEMATIC
DENTON AND TARRANT COUNTIES
ROLL OF 2
PROJECT LENGTH: 1.0687 MILES
CSJ: 3559-01-005 (DENTON COUNTY)
CSJ: 3559-02-008 (TARRANT COUNTY)
TO: SH 114
FROM: ROANOKE ROAD
P.E. NO.NAME DATE
NELSON L. UNDERWOOD 91203
THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:
FOR PERMITTING, BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL ONLY. THEY ARE NOT INTENDED
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
PRELIMINARY FOR INTERIM REVIEW ONLY
12/14/2015
LOCATION MAP
TRAFFIC DATA - ROANOKE RD. TO SH 114
K FACTOR: 10.5
PERCENT TRUCKS OF DHV: 9.4
DIRECTIONAL DISTRIBUTION: 57-43
2045 ADT: 61,600
2035 ADT: 55,900
SH 170:
RO
AN
OK
E
RO
AD to
SH 114
BRIAN R. BARTH, P.E., FORT WORTH INTERIM DISTRICT ENGINEER
JAMES "KELLY" SELMAN, P.E., DALLAS DISTRICT ENGINEER
DALLAS AND FORT WORTH DISTRICTS
BRIAN R. BARTH, P.E., FORT WORTH INTERIM DISTRICT ENGINEER
JAMES "KELLY" SELMAN, P.E., DALLAS DISTRICT ENGINEER
DALLAS AND FORT WORTH DISTRICTS
XX
DECEMBER 2015 DECEMBER 2015
DIR
T
DIR
T
OT
TIN
GE
R
RD
RO
AN
OK
E
RD
S
S
S
S
MH
S
S
S
S
S
S
S
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
S
S
S
S
S
MH
S
S
MH
S
S
S
S
S
S
MH
S
MH
MH
S
S
S
S
S
S
S
S
S
S
S
MH
MH
MH
MH
MH
S
MH
S
SS
S
S
MH
SS
MH
T
S
S
MH
MH
S
MHM
H
MH
MH
MH
MH
MH
S
MH
S
S
S
S
S
TC
S
S
S
S
S
S
S
S
S
S
S
S
S
S
MH
MH
S
MH
MH
S
S
MH
MHS
S
MH
MH
S
MH
S
S
S
MH
MH
S
S
MH
S
MH
S
S
S
S
S
S
MH
MH
MH
MH
MH
S
MH
MH
S
S
MH
S
S
MH
MH
F
S
S
MH
MH
MH
S
MH
S
MH
MH
S
MH
MH
S
S
S
S
S
S
S
S
S
MH
S
S
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
S
S
S
S
S
S
S
S
S
S MH
MH
S
MH
MH
S
S
S
MH
S
S
MH
S
S
S
S
S
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
S
S
S
S
S
S
S
S
S
S
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
MH
MH
639.2
638.7
631.6
633.6
629.5
630.1
629.9
633.3
635.5
633.1
632.9
628.9
625.0
616.5
629.0
634.8
637.1
647.2
15" San Se
w in 30"
Casing
1265+00
1290+00
1295+0
0
1300+0
0
1305+0
0
1310+00
1315+00
1320+00
1330+00
1335+00
1340+00
0.00'
100+0
0
1270+00
1275+00
1295+00
1300+0
0
1305+0
0
1310+0
0
1315+0
0
1335+00
15+00
25+00
110+00
1255+00
1295+0
0
1310+00
1315+00
1325+00
1340+00
1345+00
15+00
25+00
10+00
15+00
20+00
10+00
15+00
20+00 1320+
00
1335+00
1345+00
25+00
1325+00
1330+00
1340+00
1350+00
1320+0
0
1325+00 1330+00
1335+00
1340+00
1345+00
1315+00
10+00
20+00
10+00
20+00
1345+00
1255+00
1260+00
1270+00
1275+00
1280+00
1285+00
1325+00
1255+00
1260+00
1265+00
1280+00 1285+00
1290+00
1320+00
1325+00
1330+00
1340+00
1345+00
1350+00
1260+00
1265+00
1275+00
1280+00
1285+00
1290+0
0
1300+0
0
1305+00
1320+00
1330+00
1335+00
95+0
0
100+0
0
30100+0
0
2.00
% 2.81%
+24
4.59
%+7
4
2.60
%
2.81%
+15
3.96
%
2.60
%+0
6
4.59
%+8
9
3.63
%
2.50
%+9
5
2.50
%+2
5
2.50
%
2.50
%
2.50
%+4
8
2.60
%
2.50
%+7
6
2.50
%+15
3.00
%
2.50
%+5
5
3.51%
+62
3.51%
+88
58
61
59
60
35A
1
2
3
39
38
37
36
57
8
10
RO
AN
OKE R
D
MAIN S
T
HW
Y 114
E B
YR
ON N
ELS
ON B
LV
D
WESTLAKE
ROANOKE
WESTLAKE
MA
RS
HALL
BR
AN
CH
TRI
B
OF
PA
RIS
H L
N
WESTLAKEWESTLAKE
CLUB
TROPHY
OTTIN
GE
R R
D
TARRANT COUNTY
DENTON COUNTY
1275+00 1280+00 1285+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00
642.27
640.88
637.83
639.13
638.92
638.62
638.40
637.65
637.02
636.12
635.72
635.48
635.89
636.82
639.20
642.04
644.02
646.39
648.42
649.72
650.85
651.
81
653.81
650.67
631.
73
631.
43
633.01
633.88
633.77
633.54
633.18
633.35
633.27
632.99
632.90
633.53
633.78
633.78
633.20
632.55
632.25
631.
21
631.
29
630.19
MI
N
VE
RT
CL
R
16.59'
CL P
ARIS
H
LN.
350'
642.00
641.
50
641.
00
640.50
640.00
639.50
639.00
638.50
638.00
637.50
637.21
637.33
637.88
638.83
640.21
642.00
644.00
646.00
647.97
649.70
651.
17
652.38
653.32
654.00
654.41
654.56
654.45
654.07
653.42
652.51
651.
34
649.90
648.20
646.23
644.00
641.
54
639.12
637.13
635.58
634.48
633.80
633.20
632.60
(+)2.0000
%
(+)2.0000
%SH
E17
0 S
TA 12
99+0
5.00
BE
GIN
BRID
GE
115'-120'-115'
PRESTR CONC BEAMS
(ROLL 2)
PROFILE GRADE
BL SHL170 PROPOSED
(ROLL 2)
PROFILE GRADE
BL SHR170 PROPOSEDADD TO EXISTING MBC
PROPOSED 1-9'X6' RBC
TRIB OF MARSHALL BRANCH
EXISTING 6-9'X6' MBC
(-)0.5000 %
ELE. =
633.80
BE
GIN
EB
DIR
EC
T
CO
NN
EC
TO
R
PR
OFIL
E
EN
D
EB
MAIN
LA
NE
S
PR
OFIL
E
SH
R17
0 S
TA 13
15+0
0.00 =
SH
E17
0 S
TA 13
15+0
0.00 =
ELE. =
632.22
BE
GIN
WB
DIR
EC
T
CO
NN
EC
TO
R
PR
OFIL
E
EN
D
WB
MAIN
LA
NE
S
PR
OFIL
E
SH
L17
0 S
TA 13
17+6
2.94
SH
E17
0 S
TA 13
17+6
2.94 =
EL. =
634.04'
PV
T.S
TA.13
14+6
0.00
EL. =
642.79'
PV
T.S
TA.13
09+5
0.00
EL. =
640.54'
PV
C.S
TA.13
10+4
0.00
EL. =
642.00'
PV
T.S
TA.12
90+0
0.00
EL. =
647.00'
PV
C.S
TA.12
92
+50.00
EL. =
637.50'
PV
C.S
TA.12
84+0
0.00
(-)2.4957 %
K = 378
e = -9.55'
V.C. = 1,700.00'
PVI.EL. = 664.00
PVI.STA = 1301+00.00
SH
E17
0 S
TA 13
02
+55.00
EN
D
BRID
GE
K = 240
e = 1.88'
V.C. = 600.00'
PVI.EL. = 636.00
PVI.STA = 1287+00.00
K = 222
e = 1.00'
V.C. = 420.00'
PVI.EL. = 635.30
PVI.STA.= 1312+50.00
(-)2.4957 %(-)0.6000 %
IN 30" CASING
15" SAN SEWER
EXISTING
SH 170 WB PGL
SH 170 EB PGL &
PROPOSED GRADE AT
AT CL (SHE170)
EXISTING GROUND
633.34'
100 YR WSE
CL
OT
TIN
GE
R
RD.
(+)1.0000 %
642.27
642.00
643.98
644.85
645.89
646.37
647.21
647.80
648.10
647.79
647.61
647.31
646.93
646.27
646.23
645.63
645.00
644.59
644.13
643.63
642.91
642.69
643.00
644.00
645.00
645.91
646.63
647.16
647.50
647.66
647.63
647.41
647.00
646.50
646.00
645.50
645.00
644.50
644.00
643.50
643.00
642.50
EL. =
647.00'
PV
T.S
TA.12
65+0
0.00
EL. =
645.00'
PV
C.S
TA.12
57+0
0.00
(-)0.5000 %
(ROLL 2)
PROFILE GRADE
BL 170E114 PROPOSED
(ROLL 2)
PROFILE GRADE
BL 114W170 PROPOSED
(ROLL 2)
PROFILE GRADE
BL ROAE170 PROPOSED
(ROLL 2)
PROFILE GRADE
BL 170WROA PROPOSED
K = 533
e = -1.50'
V.C. = 800.00'
PVI.EL. = 649.00
PVI.STA. 1261+00.00
1270+001265+001260+00 1320+00 1325+00 1330+00 1335+00 1340+00
PGL
SHLD
2.5%
MAX
6:1
MAX
4:1
10'
C.Z. C.Z.
LCL
SH 170
EXISTING TYPICAL SECTION
LCL
20' USUAL
ROW
EXIST
3 LANES
40' FRONTAGE RD
20' USUAL
ROW
EXIST
3 LANES
40' FRONTAGE RD
20' USUAL
ROW
EXIST
3 LANES
40' FRONTAGE RD
6:1 MAX
36'10'
PURPOSE LANE
GENERAL
3- 12'AUXSHLD
20' USUAL
ROW
EXIST
3 LANES
40' FRONTAGE RD
6:1 MAX
4:1 MAX
36' 10'
PURPOSE LANE
GENERAL
3- 12' AUX SHLD
R.O.W.
2.5% 2.5%
VARIES VARIES
12'
SHLD
12'
SHLD
PGLPGL
4:1 MAX
4:1 MA
X
6'
6'
4%
12'12'
C.Z. C.Z.
R.O.W.
PGL
SHLD
2.5%
MAX
6:1
MAX
4:1
14' 8'
6:1 MAXMAX
4:1
C.Z. C.Z.
PROPOSED RAMPS
6:1 MA
X6:1 MAX
PGL
LBLLBL
LBLLBL
0-12' 0-12'
MAX6:1MAX
4:1
SHLD
PGL
PGL
PGL
VARIES (380' MIN - 680' MAX)
VARIES (380' MIN - 680' MAX)
2' 2'11'11' 14'
2'2' 11' 11'14'
12' 12' 12'2' 2' 12' 12' 12'2' 2'
4%
36'-24'
PGL
SHLD
2.5%
MAX
6:1
MAX
4:1
10'
C.Z.C.Z.
MAX
6:1MAX4:1
SHLD
36'-24'
LCL
2.0%2.0%
CURB
PGL
12'4'38'
4:1
USUA
L
38'2'
4.0%
2'1'2' 1'12' 12'12' 11' 11' 12' 12' 12'
2.0%
CURB
CURB
25'25'
CURB
4:1 USUAL
2'
4.0%2.0%
CURB
CURB
25' 25'
N.T.S.
PARISH LANE
EXISTING TYPICAL SECTION
LCL
2.0%2.0%
CURB
PGL
12'4'38'
4:1
USUA
L
38'2'
4.0%
2'1'2' 1'11' 11'14' 11' 11' 11' 11' 14'
2.0%
CURB
CURB
25'25'
CURB
4:1 USUAL
2'
4.0%2.0%
CURB
CURB
25' 25'
N.T.S.
PARISH LANE
FOR BICYCLE ACCOMMODATION
RESTRIPING EXISTING TYPICAL SECTION
8-20'
30'30'
8-20' 70-82' 70-82'
N.T.S.
STA 1315+00.00 TO STA 1333+18.00
EB DIRECT CONNECTOR (SHR170)
PROPOSED TYPICAL SECTION
N.T.S.
STA 1317+62.94 TO STA 1336+12.11
WB DIRECT CONNECTOR (SHL170)
PROPOSED TYPICAL SECTION
SSB**
** SIDE TO BE DETERMINED
BICYCLE ACCOMMODATION
* 14' OUTSIDE LANE FOR
*
BICYCLE ACCOMMODATION
* 14' OUTSIDE LANE FOR
*
58'-38'
16' 16'
12'-4'
12'
BICYCLE ACCOMMODATION
* 14' OUTSIDE LANE FOR
* *
58'-38'
16' 16'
12'-4'
16'
26'
16'
4'
12'
2.6% 2.6%
2.6%
2.6%
N.T.S.
N.T.S.
6'
SI
DE
WA
LK
6'
SI
DE
WA
LK
LCL
20' USUAL
ROW
EXIST
3 LANES
40' FRONTAGE RD
36'10'
PURPOSE LANE
GENERAL
3- 12'AUXSHLD
20' USUAL
ROW
EXIST
3 LANES
40' FRONTAGE RD
36' 10'
PURPOSE LANE
GENERAL
3- 12' AUX SHLD
2.5% 2.5%
VARIES VARIES
12'
SHLD
12'
SHLD
PGLPGL
6'
6'
12'12'
C.Z. C.Z.
R.O.W.
LBLLBL
PGL PGL
VARIES (380' MIN - 680' MAX)
2' 2'11'11' 14'
2'2' 11' 11'14'
8-20'
30'30'
8-20' 70-82' 70-82'
** SIDE TO BE DETERMINED
BICYCLE ACCOMMODATION
* 14' OUTSIDE LANE FOR
*
BICYCLE ACCOMMODATION
* 14' OUTSIDE LANE FOR
*
2.6% 2.6%
12'12'
N.T.S.
STA 1299+05.00 TO 1302+55.00 (WESTBOUND)
STA 1299+05.00 TO 1302+55.00 (EASTBOUND)
SH 170
PROPOSED TYPICAL SECTION
N.T.S.
STA 1302+55.00 TO 1317+62.94 (WESTBOUND)
STA 1290+89.43 TO 1299+05.00 (WESTBOUND)
STA 1302+55.00 TO 1315+00.00 (EASTBOUND)
STA 1288+74.00 TO 1299+05.00 (EASTBOUND)
SH 170
PROPOSED TYPICAL SECTION
RAMP SH 170 EB TO HWY 114 BASELINE (170E114)
RAMP HWY 114 TO WB SH 170 BASELINE (114W170)
SH 170 CENTERLINE (SH170)SHE170
FREBSH
FRWBSH
SH 170 EB MAINLANES TO SH 114 SB MAINLANES BASELINE (SHR170)
SH 114 NB MAINLANES TO SH 170 WB MAINLANES BASELINE (SHL170)
SHR170
SHL170
RAMP ROANOKE RD TO EB SH 170 BASELINE (ROAE170)
RAMP SH 170 WB TO ROANOKE RD BASELINE (170WROA)
ROAE170
170WROA
170E114
114W170
HORIZONTAL ALIGNMENT DATA
SHE170060 1,873.57' 3,483.72' 3,819.72' 1275+47.40 7,044,718.21 2,358,515.78 1256+73.83 1291+57.55
SHE170070 2,014.97' 3,512.09' 2,864.79' 1337+77.91 7,049,892.09 2,362,440.33 1317+62.94 1352+75.03
FREBSH120 2,280.55' 4,232.34' 4,583.66' 1273+14.31 7,044,316.37 2,358,270.46 1250+33.76 1292+66.10
FREBSH130 642.70' 1,284.05' 11,459.16' 1299+08.82 7,046,519.84 2,360,191.46 1292+66.12 1305+50.17
FREBSH140 2,003.88' 3,497.23' 2,864.79' 1335+79.77 7,049,540.39 2,362,280.00 1315+75.89 1350+73.11
FRWBSH190 550.29' 1,099.74' 11,459.16' 1299+60.39 7,047,110.73 2,360,024.65 1294+10.10 1305+09.84
FRWBSH200 579.78' 1,150.79' 3,819.72' 1325+13.33 7,049,082.08 2,361,648.10 1319+33.54 1330+84.33
FRWBSH210 1,164.03' 2,154.09' 2,291.83' 1342+48.36 7,050,038.60 2,363,106.16 1330+84.33 1352+38.42
ROAE170-1 82.78' 165.43' 1,762.95' 10+82.78 7,045,297.17 2,358,908.79 10+00.00 11+65.43
ROAE170-2 592.41' 1,175.46' 3,819.72' 17+57.84 7,045,722.21 2,359,433.40 11+65.43 23+40.89
ROAE170-3 191.46' 382.77' 5,729.58' 25+32.34 7,046,376.97 2,359,864.37 23+40.89 27+23.66
170WROA-1 200.90' 401.79' 22,918.31' 12+00.90 7,045,772.57 2,359,046.29 10+00.00 14+01.79
170WROA-2 70.68' 141.27' 1,527.89' 14+72.48 7,045,946.66 2,359,254.74 14+01.79 15+43.06
170WROA-3 182.68' 365.24' 5,729.58' 17+25.74 7,046,126.33 2,359,433.38 15+43.06 19+08.30
170WROA-4 100.04' 200.00' 2,864.79' 24+12.54 7,046,643.33 2,359,885.68 23+12.50 25+12.50
170E114-1 126.17' 252.18' 2,864.79' 11+26.17 7,047,285.20 2,360,553.29 10+00.00 12+52.18
170E114-2 191.71' 383.27' 5,729.58' 14+43.89 7,047,520.59 2,360,766.92 12+52.18 16+35.45
170E114-3 135.15' 269.50' 1,432.39' 22+58.55 7,048,159.22 2,361,272.95 21+23.40 23+92.90
114W170-1 235.96' 471.64' 5,729.58' 12+35.96 7,047,464.33 2,360,508.43 10+00.00 14+71.64
114W170-2 175.40' 350.36' 2,864.79' 22+57.50 7,048,326.46 2,361,056.92 20+82.10 24+32.47
EASTBOUND FRONTAGE ROAD BASELINE (FREBSH)
WESTBOUND FRONTAGE ROAD BASELINE (FRWBSH)
SHR170-1 672.50' 1,322.97' 2,989.35' 1322+85.76 7,048,688.75 2,361,557.68 1316+13.26 1329+36.23
SHR170-2 1,055.44' 2,022.48' 2,864.79' 1339+91.67 7,049,485.60 2,363,090.91 1329+36.23 1349+58.70
SHL170-1 646.46' 1,269.87' 2,750.20' 1325+90.06 7,048,960.20 2,361,703.34 1319+43.60 1332+13.47
SHL170-2 1,341.95' 2,509.98' 2,864.79' 1345+55.42 7,049,843.17 2,363,484.96 1332+13.47 1357+23.45
NUM DELTA DEGREE TANGENT LENGTH RADIUS PI STATION PC STATION PT STATIONPI EASTINGPI NORTHING
SLOPE
BEGIN CROSS
TRANSITION
BEGIN
SUPERELEVATION
BEGIN FULL
END TRANSITION AND
SUPERELEVATION
FULL
BEGIN TRANSITION
SUPERELEVATION AND
END FULL
TRANSITION
END
SLOPE
END CROSSBASELINE CURVE NAME DIRECTION
SHE170 EB 4.59% 1288+74.00 1297+25.00 -2.50%
SHE170 WB -2.50% 1255+07.00 1257+57.00 -4.59% 1290+89.00 1292+95.00 -2.50%
-3.51%
-2.50% 1316+55.00 1320+88.00 3.51%
SUPERELEVATION TABLE
-2.50% 1251+06.00 1259+57.00
EB TO SB -2.50% 1315+15.00 1316+62.00
NB TO WB
SHR170
SHL170
N/A N/A N/A
N/A N/A N/A
SHR170-1
SHL170-1
SHE170060
SHE170060
ALL TRANSITIONS ARE PARABOLIC.
EB -2.80%
EB -2.00% -2.81%
WB 2.60%
WB 2.60% 3.63%
EB 2.50% 3.00%
WB 2.50% 2.60%
N/A 17+24.0015+76.83
N/A 19+76.00 21+23.40 N/A N/A N/A
-2.00%23+10.00 24+57.72
-3.96%21+61.5620+15.00
N/A 17+62.004.59% N/A N/A N/A19+09.00
N/AN/AN/A19+53.3118+06.00N/A
N/A N/A N/A N/A19+95.2018+48.00
170EROA 170EROA-3
ROAE170
170E114
ROAW170
170WROA
114W170
-4.59% 17+91.00 19+38.00
PROPERTY OWNERSHIP
PARCEL OWNER
TARRANT COUNTY
PROPERTY OWNERSHIP
PARCEL OWNER
DENTON COUNTY
58 Ltd Associates Retail170
59 Ltd Associates Retail170
60 Lp Land 2421Hw
61 Lp Land 2421Hw
1 LTD ASSOCIATES RETAIL170
2 LTD ASSOCIATES RETAIL170
3 LTD ASSOCIATES RETAIL170
5 LTD ASSOCIATES RETAIL170
7 LTD ASSOCIATES RETAIL170
8 LLC GATEWAY,ROANOKE
10 TEXAS OFSTATE
36 LTD ASSOC RETAILWESTLAKE
37 LP LAND 2421HW
38 ESTATE W SAM LEE, EXECUTOR, IND B, MARGARETLEE,
39 LP LAND 2421HW
35A LTD ASSOC RETAILWESTLAKE
PARISH LN
ROANOKE RD MAIN ST
JT OTTINGER RD
30800
27950
15550
1300
1200
650
1300
1200
650
30800
27950
15550
25400
23050
12850
5400
4900
2700
2600
2350
1300
25400
23050
12850
2700
2450
1400
29500
26750
14900
1100
1000
550
1100
1000
550
7350
6650
3750
6250
5650
3200
4650
4200
2350
22700
20600
11450
150
100
50
150
100
50
150
100
50
150
100
50
1850
1650
950
1850
1650
950
2800
2550
1400
22700
20600
11450
7350
6650
3750
24850
22550
12550
5950
5400
3000
26250
23850
13250
4550
4100
2300
4550
4100
2300
30800
27950
15550
ROANOKE RD
24850
22550
12550 2600
2350
1300
3350
3050
1700
5200
4700
2650
2150
1950
1100
1650
1750
1000
1650
1750
1000
3250
2950
1650
5200
4700
2650
WB
SH 170
EB
SH 170
SH 170 WB
SH 170 EB
1000 - 2045 ADT
1000 - 2035 ADT
1000 - 2015 ADT
TRAFFIC DIAGRAM
EXIT
EXIT
EXIT
Roanoke Rd
EXIT ONLY
E AST
TEXAS
114
JCT 1 MILE
TEXAS
114W EST
Trophy Lake Dr
TO
377
Denton Hw y
NEXT RIGHT
Roanoke Rd
EXIT ¼ MILE
Parish Ln
Parish Ln
EXIT ¼ MILE
ALL TRAFFIC
MUST EXIT
FREEWAY ENDS
½ MILE
SHL170
SHR170
SHL170
SHR170
SHE170
SHE1
70
FRWBSH STA 1291+80.44
END TAPER
MAI
N
PA
RI
SH
RO
AN
OK
RO
AN
OK
EXISTING ROW
EXISTING COMMUNICATION LINE
EXISTING COMMUNICATION LINE
EXISTING COMMUNICATION LINE
SHE170 STA 1299+05.00
BEGIN BRIDGE
SHE170 STA 1297+15.98
END CSJ: 3559-02-008
BEGIN CSJ: 3559-01-005
BE
GI
N
CSJ: 3559-01-004
EN
D
CSJ: 3559-02-007
SH
E170
ST
A 1297
+15.98
EXISTING ROW
EASEMENT
EXISTING DRAINAGE
SHE170 STA 1284+83.26
END PROP. ACCESS DENIAL
SHE170 STA 1323+02.18
END PROP. ACCESS DENIAL
EASEMENT
EXISTING DRAINAGE
SHE170 STA 1278+48.97
BEGIN PROP. ACCESS DENIAL
SHE170 STA 1284+83.26
END EXIST. ACCESS DENIALSHE170 STA 1282+39.92
BEGIN EXIST. ACCESS DENIAL
SHE170 STA 1319+71.78
END EXIST. ACCESS DENIAL
SHE170 STA 1285+63.55
END EXIST. ACCESS DENIAL
SHE170 STA 1281+26.02
BEGIN EXIST. ACCESS DENIAL
SHL170 STA 1322+43.60
END TAPER
D=2° 5' 00.00"
SHL170-1
SHR170 STA 1324+53.26
END TAPER
= MAIN STA 100+00.00
SHE170 STA 1317+00.00
SHR170 STA 1316+13.26
BEGIN TAPER
VERT CLEARANCE
POINT OF MIN
FREBSH STA 1286+24.24, 56.00' LT
BEGIN ROAE170 STA 15+76.83 =
EXISTING 6-9'X6' MBC
SHE170 STA 1287+64.10
END PROP. ACCESS DENIAL
FRWBSH STA 1286+40.44
BEGIN TAPER
FRWBSH STA 1286+40.44, 56.00' RT
BEGIN 170WROA STA 15+43.06 =
FREBSH STA 1317+33.13
END TAPER
FREBSH STA 1317+33.13, 56.00' LT
END 170E114 STA 21+23.40 =
FREBSH STA 1311+93.13
BEGIN TAPER
SHE170 STA 1316+86.53
END EXIST. ACCESS DENIAL
FRWBSH STA 1312+93.88, 56.00' RT
END 114W170 STA 19+95.20 =
SHE170 STA 1314+36.07
BEGIN PROP.ACCESS DENIAL
SHE170 STA 1314+82.22
BEGIN EXIST. ACCESS DENIAL
EXISTING ROW
WALL KK
ROANOK STA 30100+00.00
SHE170 STA 1276+71.50 =
SHE170 STA 1291+87.55, 104.03' LT
END 170WROA STA 19+53.31 =
END ROAE170 STA 21+61.56 =
SHE170 STA 1290+52.96, 94.02' RT
SHE170 STA 1310+69.13, 104.00' RT
BEGIN 170E114 STA 16+35.75 =
SHE170 STA 1323+38.43
BEGIN EXIST. ACCESS DENIAL
SHE170 STA 1327+76.89
END EXIST. ACCESS DENIAL
SHE170 STA 1328+04.65
BEGIN EXIST. ACCESS DENIAL
SHE170 STA 1330+26.10
END EXIST. ACCESS DENIAL
SHE170 STA 1280+41.68
BEGIN PROP. ACCESS DENIAL
SHE170 STA 1317+62.94, 24' LT
SHL170 STA 1317+62.94 =
STA 1255+00 TO STA 1317+62.94
SH 170 MAINLANES
PROFILE
177.15 LT
SHE170 STA 1299+01
END WALL JJ
168.73 LT
SHE170 STA 1302+57
END WALL KK
SH170
EB TO
SH114
SH11
4 WB T
O SH
170
ROANOK
E TO E
B SH17
0
FRWBSH STA 1276+99.44
ROANOK STA 30097+97.93 =
FREBSH STA 1276+83.20
ROANOK STA 30101+85.46 =
SHE170 STA 1302+55.00
END BRIDGE
= PARISH STA 100+00.00
SHE170 STA 1300+80.00
PARISH STA 102+27.16=
FREBSH STA 1302+55.87
SHE170 STA 1314+27.78
BEGIN EXIST. ACCESS DENIAL
SHE170 STA 1314+27.78
BEGIN PROP. ACCESS DENIAL
FREBSH STA 1316.57.08
MAIN STA 102+78.31=
FRWBSH STA 1317+79.59
MAIN STA 97+20.87=
SHL170 STA 1319+43.60
BEGIN TAPER
SHR170 STA 1315+00.00, 24'RT
SHE170 STA 1315+00.00 =
TIE TO PROPOSED BY OTHERS
END WB DIRECT CONNECTOR
SHL170 STA 1336+12.11SHE170 STA 1318+72.41
END PROP. ACCESS DENIAL
167.03 RT
SHE170 ST
A 1299
+03
BEGIN WA
LL JJ
172.45 RT
SHE170 STA 1302+59
BEGIN WALL KK
BEGIN 114W170 STA 15+03.83 =
SHE170 STA 1309+43.36, 94.05' LT
FRWBSH STA 1299+37.83
PARISH STA 97+69.66=
EXIS
TIN
G
RO
AN
OK
E
RD. T
O
BE
RE
MO
VE
D
= R
OA
NO
K S
TA 3010
0+0
0.00 , E
LE
V =
638.26
SH
E17
0 S
TA 12
76+7
1.50, E
LE
V =
641.
14
EXIS
TIN
G
MAIN S
T. T
O
BE
RE
MO
VE
D
= M
AIN S
TA 10
0+0
0.00, E
LE
V =
632.25
SH
E17
0 S
TA 13
17+0
0.00, E
LE
V =
632.60
= PARISH STA 100+00.00, ELEV = 630.35
SHE170 STA 1300+80.00, ELEV = 654.49
SH170 WB
TO ROAN
OKE
DIRECT CONNECTORS
STA 1279+27.81 TO STA 1335+70.93
PLAN SH 170 at PARRISH LANE
1 1
710
700
610
620
630
640
650
660
670
680
690
600
590
580
570
600
590
580
570
700
710
610
620
630
640
650
660
670
680
690
NOTE: ACTUAL UTILITY LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION.
PR
OP
OS
ED
EXIS
TIN
G
1
EXISTING SANITARY SEWER
WALL J
J
EXISTING ROW
SHE170060
FRWBSH180
ROAE170-1
170WROA-1
ROAE170-2
170WROA-2
170WROA-4
170WROA-3 ROAE170-3
FREBSH130
TIE TO PROPOSED BY OTHERS
END EB DIRECT CONNECTOR
SHR170 STA 1333+18.00
FREBSH120
PROPOSED COSS
STA. 1296+17
114W170-1
FRWBSH190
170E114-1
170E114-2
PROPOSED OSB
STA. 1305+42
114W170-2
FRWBSH200
PROPOSED COSS
STA. 1315+00
170E114-3
SHR170-1
FREBSH140
LINE
COMMUNICATION
EXISTING
FRWBSH210
SHE170070
SHR170-2
SHL170-2
PROPOSED COSS
STA. 1339+35
PROPOSED COSS
STA. 1353+00
END CSJ: 3559-01-005
SHE170 STA 1335+70.93
END PROJECT
STA. 1306+89 PROPOSED OSB
PROPOSED COSS
STA. 1323+00
-
2 2
1
0
VERTICAL
10 20 30
GRAPHIC SCALES IN FEET
0 100 200 300
HORIZONTAL
SH 170
FUNCTIONAL CLASSIFICATIONDESIGN SPEEDROADWAY TYPE
N.T.S.
RAIL
RO
AD
NO
RT
HE
RN
SF RY
NO
RT
HE
RN
UNION
170
170
B287
180
180180
180
1220
1220
718
287
81
287
287
156
377
156
156
377
1709
1709
1709
1938
26
114
114
114
121
121
114
26
1886
199
341820
820
183
199
1220
820
199
1220
1220
199
1886
183
183
199
199
820
30
183
121
35W
287
156
820
35W
287
81
183
183
377
377
377
35W
287
35W
287
347
280
156 377
820
183
30
10
121
121
121
183
121
183
820
26
26
1938
3029
820
26
183
474
820
26
820
474
121
183
157
157
157
157
30
820
30
2871
820 20
183
465
183
30
37730
377
20
377
820
30
2871
20
820
183
183
2871
377
731
377
35W
20
820
820
303
820
820
287
303
20
20287
303
157
20
157
157
20
B287
B114
B287
B287
580
341
580
580
580
82020
35W
1938
3029
10
SA
NT
A
FE
SA
NT
A
FE
DA
RT (S
SW
)
3029
B287
199
347
1938
377
121
183
121
3030
199
287
180
157
157157
303
180
287
UNIO
N
114
377
UP
RR
156
114377
114
B
N
S
F
377
114
20
180
WORTHFORT
ISLAND
PELICAN
AVONDALE
Pop 795
SOUTHLAKE
COLLEYVILLE
SANSOM PARKVILLAGE
WESTWORTH
VILLAGE
WORTH
LAKE
NEWARKROANOKE
Pop 315
TROPHY CLUB
WISE COUNTY DENTON COUNTY
TARRANT COUNTY
BU
RLIN
GT
ON
UNIO
N
UP
RR
PA
CIFIC
RAIL
RO
AD
RAIL
RO
AD
NO
RT
HE
RN
BU
RLIN
GT
ON
AT
&
UP
RR
UNIO
N
UP
RR
RAIL T
RA
N
(RLTN
)
RAILT
RAN
UNIO
N P
ACIFIC
RAIL
RO
AD
UP
RR UP
RR
PACIFICRAILROA
D
PA
CIF
IC
RAIL
RO
AD
C
TR
L
RAIL
RO
AD
BU
RLIN
GT
ON
UP RR
PACIFIC
RAILROAD
360
B287
B287
B287
30
377
30
287
35W
20
820
82020
287
35W
B287
3479
3479
B287
B287
B287
30
PA
CIFIC
RAIL
RO
AD
BU
RLIN
GT
ON
NO
RT
HE
RN
SA
NT
A
FE
UNION
CO
RP
(RLT
N)
DA
LLA
S
ARE
A
RAPI
D
(DA
RT)
DA
LLA
SA
RE
A
RA
PID
TR
ANSIT
(DA
RT)
BN
SF
DA
RT
BN
SF
CO
RP
SA
NT
A
FE
CO
RP
BN
SF
BN
SF
LIN
K
DA
RT
(SSW
)
TR
ANS
IT
UPR
R
C
TR
L
CO
RP
UP
RR
UPRR
BN
SF
UNION
UNIO
N
PA
CIFIC
R
AIL
RO
AD
BN
SF
UP
RR
BN
SF
35W35W
B287
BN
RR
3433
PA
CIFIC
RAIL
RO
AD
114
170
118
156
287
287
199TEXAS
CITY
HALTOM
DIDO
LAKEVIEW
AVON
HASLET
KELLER
RIVER OAKS
LAKESIDE
SETTLEMENT
WHITE
SAGINAW
BLUE MOUND
WATAUGA
BEDFORD
HURST
HILLS
RICHLAND
BENBROOK
HILLS
WESTOVER
FOREST HILLEDGECLIFF
Pop 11,482
PANTEGO
DALWORTHINGTON
GARDENS
Pop 2,371
Pop 1,758
HILLS
RICHLAND
NORTH
MARSHALL
CREEK
WESTLAKE
BN
SF
UNIO
N
PA
CIF
IC
UP
RR
BN
SF
U-TURNS
PARISH LN
FRONTAGE ROADS
RAMPS
DIRECT CONNECTORS
MAINLANES
15 MPH
45 MPH
45 MPH
50 MPH
50 MPH
70 MPH
URBAN COLLECTOR
URBAN ARTERIAL
URBAN COLLECTOR
URBAN FREEWAY
URBAN FREEWAY
URBAN FREEWAY
END CSJ:3559-01-005
STA 1335+70.93
SH 170
END PROJECT
121TEXAS
121TEXAS
287
114TEXAS
183
183
183
183
10
377
303
B287
B287
508
180
199TEXAS
287
114TEXAS
TEXAS
170
35WINTERSTATE
820INTERSTATE
820INTERSTATE
820INTERSTATE
820INTERSTATE
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
20820INTERSTATE
INTERSTATE
20
INTERSTATE
35W
PROJECT LOCATION
FORT WORTH
ALLIANCE
AIRPORT
AIRPORT
MANGHAM
AIRPORT
MUNICIPAL
ARLINGTON
JOINT RESERVE BASE
CARSWELL STATION/
AIR FORCE
PLANT 4
AIRPORT
MEACHAM
WORTH
FORT
AIRPORT
GOODE
AIRFIELD
HICKS
RAMP PROFILES
ROLL 2: DIRECT CONNECTOR PROFILES
RAMPS AND MAJOR CROSS STREETS
DIRECT CONNECTORS
STA 1279+27.81 TO END PROJECT
ROLL 1: SH 170 MAINLANES
SHEET INDEX
R
Texas Department of Transportation
3559-01-005
CSJ:
3559-02-008
BEGIN CSJ
STA 1279+27.81
SH 170
Copyright 2015 by Texas Department of Transportation all rights reserved
DESIGN SCHEMATIC
DENTON AND TARRANT COUNTIES
ROLL OF 2
PROJECT LENGTH: 1.0687 MILES
CSJ: 3559-01-005 (DENTON COUNTY)
CSJ: 3559-02-008 (TARRANT COUNTY)
TO: SH 114
FROM: ROANOKE ROAD
P.E. NO.NAME DATE
NELSON L. UNDERWOOD 91203
THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:
FOR PERMITTING, BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL ONLY. THEY ARE NOT INTENDED
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
PRELIMINARY FOR INTERIM REVIEW ONLY
12/14/2015
LOCATION MAP
0
VERTICAL
10 20 30
GRAPHIC SCALES IN FEET
0 100 200 300
HORIZONTAL
SH 170
FUNCTIONAL CLASSIFICATIONDESIGN SPEEDROADWAY TYPE
N.T.S.
RAIL
RO
AD
NO
RT
HE
RN
SF RY
NO
RT
HE
RN
UNION
170
170
B287
180
180180
180
1220
1220
718
287
81
287
287
156
377
156
156
377
1709
1709
1709
1938
26
114
114
114
121
121
114
26
1886
199
341820
820
183
199
1220
820
199
1220
1220
199
1886
183
183
199
199
820
30
183
121
35W
287
156
820
35W
287
81
183
183
377
377
377
35W
287
35W
287
347
280
156 377
820
183
30
10
121
121
121
183
121
183
820
26
26
1938
3029
820
26
183
474
820
26
820
474
121
183
157
157
157
157
30
820
30
2871
820 20
183
465
183
30
37730
377
20
377
820
30
2871
20
820
183
183
2871
377
731
377
35W
20
820
820
303
820
820
287
303
20
20287
303
157
20
157
157
20
B287
B114
B287
B287
580
341
580
580
580
82020
P
35W
1938
3029
10
SA
NT
A
FE
SA
NT
A
FE
DA
RT (S
SW
)
3029
B287
199
347
1938
377
121
183
121
3030
199
287
180
157
157157
303
180
287
UNIO
N
114
377
UP
RR
156
114377
114
B
N
S
F
377
114
20
180
WORTHFORT
ISLAND
PELICAN
AVONDALE
Pop 795
SOUTHLAKE
COLLEYVILLE
SANSOM PARKVILLAGE
WESTWORTH
VILLAGE
WORTH
LAKE
NEWARKROANOKE
Pop 315
TROPHY CLUB
WISE COUNTY DENTON COUNTY
TARRANT COUNTY
BU
RLIN
GT
ON
UNIO
N
UP
RR
PA
CIFIC
RAIL
RO
AD
RAIL
RO
AD
NO
RT
HE
RN
BU
RLIN
GT
ON
AT
&
UP
RR
UNIO
N
UP
RR
RAIL T
RA
N
(RLTN
)
RAILT
RAN
UNIO
N P
ACIFIC
RAIL
RO
AD
UP
RR UP
RR
PACIFICRAILROA
D
PA
CIF
IC
RAIL
RO
AD
C
TR
L
RAIL
RO
AD
BU
RLIN
GT
ON
UP RR
PACIFIC
RAILROAD
360
B287
B287
B287
30
377
30
287
35W
20
820
82020
287
35W
B287
3479
3479
B287
B287
B287
30
PA
CIFIC
RAIL
RO
AD
BU
RLIN
GT
ON
NO
RT
HE
RN
SA
NT
A
FE
UNION
CO
RP
(RLT
N)
DA
LLA
S
ARE
A
RAPI
D
(DA
RT)
DA
LLA
SA
RE
A
RA
PID
TR
ANSIT
(DA
RT)
BN
SF
DA
RT
BN
SF
CO
RP
SA
NT
A
FE
CO
RP
BN
SF
BN
SF
LIN
K
DA
RT
(SSW
)
TR
ANS
IT
UPR
R
C
TR
L
CO
RP
UP
RR
UPRR
BN
SF
UNION
UNIO
N
PA
CIFIC
R
AIL
RO
AD
BN
SF
UP
RR
BN
SF
35W35W
B287
BN
RR
3433
PA
CIFIC
RAIL
RO
AD
114
170
118
156
287
287
199TEXAS
CITY
HALTOM
DIDO
LAKEVIEW
AVON
HASLET
KELLER
RIVER OAKS
LAKESIDE
SETTLEMENT
WHITE
SAGINAW
BLUE MOUND
WATAUGA
BEDFORD
HURST
HILLS
RICHLAND
BENBROOK
HILLS
WESTOVER
FOREST HILLEDGECLIFF
Pop 11,482
PANTEGO
DALWORTHINGTON
GARDENS
Pop 2,371
Pop 1,758
HILLS
RICHLAND
NORTH
MARSHALL
CREEK
WESTLAKE
BN
SF
UNIO
N
PA
CIF
IC
UP
RR
BN
SF
U-TURNS
PARISH LN
FRONTAGE ROADS
RAMPS
DIRECT CONNECTORS
MAINLANES
15 MPH
45 MPH
45 MPH
50 MPH
50 MPH
70 MPH
URBAN COLLECTOR
URBAN ARTERIAL
URBAN COLLECTOR
URBAN FREEWAY
URBAN FREEWAY
URBAN FREEWAY
END CSJ:3559-01-005
STA 1335+70.93
SH 170
END PROJECT
121TEXAS
121TEXAS
287
114TEXAS
183
183
183
183
10
377
303
B287
B287
508
180
199TEXAS
287
114TEXAS
TEXAS
170
35WINTERSTATE
820INTERSTATE
820INTERSTATE
820INTERSTATE
820INTERSTATE
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
20820INTERSTATE
INTERSTATE
20
INTERSTATE
35W
PROJECT LOCATION
FORT WORTH
ALLIANCE
AIRPORT
AIRPORT
MANGHAM
AIRPORT
MUNICIPAL
ARLINGTON
JOINT RESERVE BASE
CARSWELL STATION/
AIR FORCE
PLANT 4
AIRPORT
MEACHAM
WORTH
FORT
AIRPORT
GOODE
AIRFIELD
HICKS
RAMP PROFILES
ROLL 2: DIRECT CONNECTOR PROFILES
RAMPS AND MAJOR CROSS STREETS
DIRECT CONNECTORS
STA 1279+27.81 TO END PROJECT
ROLL 1: SH 170 MAINLANES
SHEET INDEX
R
Texas Department of Transportation
3559-01-005
CSJ:
3559-02-008
BEGIN CSJ
STA 1279+27.81
SH 170
Copyright 2015 by Texas Department of Transportation all rights reserved
DESIGN SCHEMATIC
DENTON AND TARRANT COUNTIES
ROLL OF 2
PROJECT LENGTH: 1.0687 MILES
CSJ: 3559-01-005 (DENTON COUNTY)
CSJ: 3559-02-008 (TARRANT COUNTY)
TO: SH 114
FROM: ROANOKE ROAD
P.E. NO.NAME DATE
NELSON L. UNDERWOOD 91203
THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:
FOR PERMITTING, BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL ONLY. THEY ARE NOT INTENDED
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
PRELIMINARY FOR INTERIM REVIEW ONLY
12/14/2015
LOCATION MAP
BRIAN R. BARTH, P.E., FORT WORTH INTERIM DISTRICT ENGINEER
JAMES "KELLY" SELMAN, P.E., DALLAS DISTRICT ENGINEER
DALLAS AND FORT WORTH DISTRICTS
BRIAN R. BARTH, P.E., FORT WORTH INTERIM DISTRICT ENGINEER
JAMES "KELLY" SELMAN, P.E., DALLAS DISTRICT ENGINEER
DALLAS AND FORT WORTH DISTRICTS
SH 170:
RO
AN
OK
E
RO
AD to
SH 114
DECEMBER 2015 DECEMBER 2015
RAMP HWY 114 TO WB SH 170 BASELINE (114W170)
10+00 15+00 20+00
600
610
620
630
640
RAMP SH 170 EB TO HWY 114 BASELINE (170E114)
10+00 15+00 20+00
600
610
620
630
640
10+00 15+00 20+00
600
610
620
630
640
650
660
10+00 15+00 20+00 25+00
1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00
550
560
570
580
590
600
610
620
630
640
1320+001315+00 1325+00 1330+00 1335+00 1340+00 1345+00 1350+00
580
570
590
600
610
620
630
640
650
SH 170 EB MAINLANES TO SH 114 SB MAINLANES BASELINE (SHR170) SH 114 NB MAINLANES TO SH 170 WB MAINLANES BASELINE (SHL170)
633.32
632.74
631.
51
631.
81
631.
10
631.
05
630.27
629.48
629.09
628.18
627.88
627.49
627.28
627.13
626.78
626.61
626.18
625.59
625.67
625.21
627.65
623.93
622.97
621.
99
622.82
622.63
620.54
627.20
625.17
618.19
613.26
610.05
612.09
613.14
631.
42
631.
49
630.47
629.77
628.69
627.80
628.56
630.36
632.19
630.36
628.01
628.43
628.63
628.63
628.28
627.79
628.12
627.67
626.72
625.80
624.49
624.76
622.91
616.54
622.84
622.35
620.38
618.40
617.40
616.56
608.35
609.33
610.65
610.19
609.54
610.02
610.16
604.78
601.
33
600
610
620
630
640
650
660
AT BL SHL170
EXISTING GROUND
PR
OP
OS
ED
EXIS
TIN
G
PR
OP
OS
ED
EXIS
TIN
G
PR
OP
OS
ED
EXIS
TIN
G
PR
OP
OS
ED
EXIS
TIN
G
PR
OP
OS
ED
EXIS
TIN
G
PR
OP
OS
ED
EXIS
TIN
G
550
560
570
580
590
600
610
620
630
640
580
570
590
600
610
620
630
640
650
600
610
620
630
640
650
660
600
610
620
630
640
650
660
600
610
620
630
640
600
610
620
630
640
RAMP ROANOKE RD TO EB SH 170 BASELINE (ROAE170) RAMP SH 170 WB TO ROANOKE RD BASELINE (170WROA)
635.55
635.11
634.64
634.09
634.34
634.90
635.49
634.33
634.06
634.26
635.28
636.44
639.95
642.94
645.27
647.65
649.38
650.63
634.61
634.14
633.74
633.54
634.51
634.41
635.47
636.85
637.95
638.63
640.68
643.76
646.89
649.31
650.98
652.05
632.64
632.26
632.08
631.
90
631.
86
631.
51
631.
80
631.
58
631.
66
631.
00
629.60
629.84
630.02
628.72
627.52
626.90
626.37
625.93
634.21
634.49
633.76
633.67
633.50
633.92
633.35
633.84
633.43
633.50
633.82
633.08
632.09
631.
03
629.95
(-)0.4441 % (-)0.4441 % (-)0.7655 %
(-)0.7655 %
633.80
633.20
632.60
632.00
631.
44
630.96
630.51
630.07
629.62
629.18
628.73
628.21
627.52
626.76
625.89
624.80
623.48
621.
95
620.19
618.21
616.02
613.60
610.96
608.20
605.71
603.75
602.34
601.
48
601.
15
601.
37
601.
87
648.40
647.84
646.94
645.70
644.13
642.22
639.97
637.39
634.47
631.
21
627.62
623.70
619.71
615.72
(+)1.2700 %
634.18
635.01
636.80
639.56
642.67
644.93
635.17
636.16
638.09
640.95
(-)2.4875 %
636.23
633.74
631.
38
629.92
629.35
(+)0.3500 %
638.68
636.06
633.90
632.76
(+)1.2700 %
(-)2.4800 %
(+)0.0800 %
(-)0.6000 %
(-)0.5944 % (+)2.0
701 %
632.00
631.
41
630.81
630.22
629.69
629.63
630.10
631.
10
632.64
634.64
636.71
638.78
640.85
642.91
644.70
646.16
647.28
648.07
648.51
EL =
634.10
FR
EB
SH
ST
A 12
86+2
4.24, 56.00' LT
BE
GIN
RO
AE17
0 S
TA 15
+76.83
=
EL =
645.83
SH
E17
0 S
TA 12
90+5
2.96, 94.02'
RT
EN
D
RO
AE17
0 S
TA 21+61.
56 =
ADD TO EXISTING MBC
PROPOSED 1-9'X6' RBC
(+)0.2200 %(+)0.3500 %
(+)3.23
56 %
(+)3.23
56 %
EL. =
641.
18'
PV
C.S
TA.19
+50.00
EL. =
645.68'
PV
T.S
TA.21+50.00
EL. =
639.56'
PV
T.S
TA.19
+00.00
EL. =
634.18'
PV
C.S
TA.16
+00.00
AT BL ROAE170
EXIST. GROUND
(CSJ: 3559-02-002, ETC)
EXISTING PROFILE GRADE
EB FRONTAGE ROAD
TRIB OF MARSHALL BRANCH
EXISTING 6-9'X6' MBC
(ROLL 1)
PROFILE GRADE
SHE170 PROPOSED
SHE170
FREBSH
633.34'
100 YR WSE
633.34'
100 YR WSE
(+)0.5277 %
(+)3.70
00 %
(+)3.69
00 %
(+)0.5200 %
EL =
634.87
FR
WB
SH
ST
A 12
86+4
0.44, 56.00'
RT
BE
GIN 17
0W
RO
A S
TA 15
+43.06 =
EL =
642.85
SH
E17
0 S
TA 12
91+87.55, 10
4.03' LT
EN
D 17
0W
RO
A S
TA 19
+53.31 =
(CSJ: 3559-02-002, ETC)
EXISTING PROFILE GRADE
WB FRONTAGE ROAD
AT BL 170WROA
EXIST. GROUND AT BL 170WROA
PROP. GRADE
(ROLL 1)
PROFILE GRADE
SHE170 PROPOSED
TRIB OF MARSHALL BRANCH
EXISTING 6-9'X6' MBC
ADD TO EXISTING MBC
PROPOSED 1-9'X6' RBC
EL. =
635.17'
PV
C.S
TA.16
+00.00
EL. =
642.36'
PV
T.S
TA.19
+40.00
SHE170
FRWBSH
AT BL 170E114
EXIST. GROUND
(ROLL 1)
PROFILE GRADE
SHE170 PROPOSED
EL =
637.83
SH
E17
0 S
TA 13
10+6
9.13, 10
4.00'
RT
BE
GIN 17
0E114 S
TA 16
+35.75 =
EL =
629.25
FR
EB
SH
ST
A 13
17+3
3.13, 56.00' LT
EN
D 17
0E114 S
TA 21+23.40 =
(CSJ: 3559-01-001)
EXISTING PROFILE GRADE
EB FRONTAGE ROAD
AT BL 170E114
PROP. GRADE
AT BL ROAE170
PROP. GRADE
SHE170
(-)0.4400 %
(-)0.4400 %
FREBSH
EL. =
632.50'
PV
C.S
TA.18
+50.00
EL. =
629.57'
PV
T.S
TA.20+5
0.00
AT BL 114W170
EXIST. GROUND
(ROLL 1)
PROFILE GRADE
SHE170 PROPOSED
EL =
641.
22
SH
E17
0 S
TA 13
09+4
3.36, 94.05' LT
BE
GIN 114
W17
0 S
TA 15
+03.83
=
EL =
632.63
FR
WB
SH
ST
A 13
12+9
3.88, 56.00'
RT
EN
D 114
W17
0 S
TA 19
+95.20 =
(CSJ: 3559-01-001)
EXISTING PROFILE GRADE
WB FRONTAGE ROAD
AT BL 114W170
PROP. GRADE
(-)2.6232 %
(-)2.6400 %
SHE170
FRWBSH
EL. =
635.93'
PV
C.S
TA.17
+05.00
EL. =
632.63'
PV
T.S
TA.19
+95.00
EL =
633.80
BE
GIN
EB
DIR
EC
T
CO
NN
EC
TO
R
PR
OFIL
E
EN
D
EB
MAIN
LA
NE
S
PR
OFIL
E
SH
E17
0 S
TA 13
15+0
0.00
SH
R17
0 S
TA 13
15+0
0.00 =
AT BL SHR170
EXISTING GROUND
(ROLL 1)
PROFILE GRADE
SHE170 PROPOSED
(-)0.6000 %(-)0.6000 %
(-)2.7553 %
(-)2.7553 %(+)0.5000 %
EL. =
601.
38'
PV
T.S
TA.13
44+0
2.00
EL. =
608.15'
PV
C.S
TA.13
38+0
2.00
EL. =
610.90'
PV
T.S
TA.13
37+0
2.00
EL. =
626.74'
PV
C.S
TA.13
28+0
2.00
EL. =
628.73'
PV
C.S
TA.13
25+0
0.00
EL. =
630.96'
PV
T.S
TA.13
20+0
0.00
EL. =
632.00'
PV
C.S
TA.13
18+0
0.00
EL. =
627.52'
PV
T.S
TA.13
27+0
0.00
(D170 STA. 1333+16.00)
BY OTHERS, EL. = 619.85
TIE TO PROPOSED GRADE
SHR170 STA.1333+18.00
(PGL) BY OTHERS
PROPOSED GRADE
AT BL. SHR170 (PGL)
PROPOSED GRADE
K = 1284
e = 0.04'
V.C. = 200.00'
PVI.EL. = 631.40
PVI.STA. 1319+00.00
K = 107
e = 1.35'
V.C. = 340.00'
PVI.EL. = 636.07
PVI.STA. 17+70.00
K = 98
e = 0.51'
V.C. = 200.00'
PVI.EL. = 630.01
PVI.STA. 19+50.00
K = 102
e = -0.49'
V.C. = 200.00'
PVI.EL. = 644.41
PVI.STA. 20+50.00
K = 104
e = 1.08'
V.C. = 300.00'
PVI.EL. = 634.71
PVI.STA. 17+50.00
K = 98
e = 1.08'
V.C. = 290.00'
PVI.EL. = 632.12
PVI.STA. 18+50.00
K = 623
e = -0.08'
V.C. = 200.00'
PVI.EL. = 628.29
PVI.STA. 1326+00.00
K = 452
e = -2.24'
V.C. = 900.00'
PVI.EL. = 623.30
PVI.STA. 1332+52.00
K = 184
e = 2.44'
V.C. = 600.00'
PVI.EL. = 599.88
PVI.STA. 1341+02.00
(ROLL 1)
PROFILE GRADE
SHE170 PROPOSED
EL =
632.22
SH
E17
0 S
TA 13
17+6
2.94
SH
L17
0 S
TA 13
17+6
2.94 =
EN
D
WB
MAIN
LA
NE
S
PR
OFIL
E
BE
GIN
WB
DIR
EC
T
CO
NN
EC
TO
R
PR
OFIL
E
EL. =
624.97'
PV
T.S
TA.13
48+6
8.35
EL. =
642.27'
PV
C.S
TA.13
30+6
8.35
EL. =
633.61'
PV
T.S
TA.13
26+5
0.00
EL. =
629.92'
PV
C.S
TA.13
21+50.00
(-)3.9925 %
(+)2.0701 %
BL. SHL170 (PGL)
PROPOSED GRADE AT
(C170 STA. 1336+13.76)
EL. = 648.55
BY OTHERS
TIE TO PROPOSED GRADE
SHL170 STA. 1336+12.11
BY OTHERS
PROPOSED GRADE (PGL)
K = 297
e = -13.64'
V.C. = 1,800.00'
PVI.EL. = 660.90
PVI.STA. 1339+68.35
K = 188
e = 1.67'
V.C. = 500.00'
PVI.EL. = 628.43
PVI.STA. 1324+00.00
SH170-ParrishSH170-Parrish-prof01
