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EXISTING ROW DIRECTION OF TRAVEL EXISTING CULVERT CENTERLINE/BASELINE N.T.S. LOCATION MAP PARCEL IDENTIFIER NUMBER DENTON COUNTY, TEXAS DENTON COUNTY, TEXAS 45 MPH SPEED DESIGN CLASSIFICATIO FUNCTIONA INDEX OF SHEETS 0 200 0 10 20 100 VERTICAL HORIZONTAL GRAPHIC SCALES IN FEET PROPOSED ROW PROPOSED CULVERT EXISTING PARCEL LINE LEGEND C 2020 by Texas Department of Transportation all rights reserved PROPOSED DRAINAGE EASEMENT PROPOSED SIDEWALK LIMITS OF FLOOD PLAIN EXISTING 5' INTERVAL CONTOUR 560 PROPOSED RETAINING WALL ROADWAY URBAN PRINCIPAL ARTER 35 MPH LOCAL STREE ALL OTHER ROADWAYS DESIGN SCHEMATIC FM 2931 DATE: JUNE 17, 2020 LENGTH: 6.8 MILES CSJ: 2979-01-011 FROM FM 428 TO US 380 ROLL OF 4 FM 2931 FM 428 / SPRING HILL ROAD US 380 / E. UNIVERSITY ROAD 65 MPH 55 MPH URBAN MAJOR COLLECT URBAN PRINCIPAL ARTER ROLL 4 OF 4: ROLL 3 OF 4: ROLL 2 OF 4: ROLL 1 OF 4: PROPOSED PAVEMENT PROPOSED BRIDGE TRAFFIC DIAGRAM, PROPERTY OWNERS, & TYPICAL SECTIONS PLAN & PROFILE VIEW STA. 1421+00.00 TO STA. 1514+57.56 PLAN & PROFILE VIEW STA. 1292+00.00 TO STA. 1421+00.00 PLAN & PROFILE VIEW STA. 1166+92.00 TO STA. 1292+00.00 MOHAMED K. (MO) BUR, P.E., DISTRICT ENGINEER DALLAS DISTRICT PROPOSED MEDIAN LICENSE NO. 87638 DATE DOUGLAS CRAIG BOWEN, P.E. UNDER THE SUPERVISION OF REGISTRATION F-2966 PREPARED BY JACOBS ENGINEERING GROUP, INC. PROPOSED CULVERT PROPOSED DITCH Br anc h RAI LROAD NEW HOPE ROCKHI LL CORTEZ SQUI RES DENA CAROLOTA BRUMLEY BASE LINE SURVEYORS KRUGER SQUI RES RANCH PERKINS SHERRY PARALLEL HI LL CHERRY SPRING MAI N PECAN PLUM MULBERRY ELM CHESTNUT MAGNOLI A TI S DAL E DEMOYE CREEK PECAN RUNNI NG BRANCH MUSTANG JOHNSON BRUMLEY LI TTLE SLOUGH ELM CREEK ROSSON NAVO Cemetery Oak Grove Cant re l l 0.6 2.7 2 . 7 3. 5 2.0 1.5 1.9 6.4 0.1 1 . 2 2. 1 0.6 0.8 LOVELL ILESON HI GBI E ARVIN HILL BONAR COFFEY REDFERN McNATT McNATT IKE BYROM STEWART FISH TRAP OAK GROVE LIBERTY LI BERTY BREWER FISH TRAP POWELL BRYAN FISH TRAP FISH TRAP NAVO ELM RI DGE ROSSON 377 380 380 380 377 377 377 A K M O U N T A I N V I E W P U R E C O U N T R Y POTTERY SHOP KRUGERVILLE AUBREY SPRINGHILL Pop 735 Pop 1,138 NAVO Pop 361 Pop 287 PARK LINCOLN ROADS CROSS Pop 361 CROSSROADS KRUGERVILLE Pop 735 428 428 428 2931 2931 424 2931 720 428 (UP) Firm Registration F-2966 Phone 214.638.0145 DALLAS, TX 75201-3136 1999 BRYAN STREET, SUITE 1200 TEXAS DEPARTMENT OF TRANSPORTATION R TEXAS COUNTY MAP N.T.S. EXISTING ROW DIRECTION OF TRAVEL EXISTING CULVERT CENTERLINE/BASELINE N.T.S. LOCATION MAP PARCEL IDENTIFIER NUMBER DENTON COUNTY, TEXAS DENTON COUNTY, TEXAS 45 MPH SPEED DESIGN CLASSIFICATION FUNCTIONAL INDEX OF SHEETS 0 200 0 10 20 100 VERTICAL HORIZONTAL GRAPHIC SCALES IN FEET PROPOSED ROW PROPOSED CULVERT EXISTING PARCEL LINE LEGEND C 2020 by Texas Department of Transportation all rights reserved PROPOSED DRAINAGE EASEMENT PROPOSED SIDEWALK LIMITS OF FLOOD PLAIN EXISTING 5' INTERVAL CONTOUR 560 PROPOSED RETAINING WALL OADWAY URBAN PRINCIPAL ARTERIAL 35 MPH LOCAL STREETS L OTHER ROADWAYS DESIGN SCHEMATIC FM 2931 DATE: JUNE 17, 2020 LENGTH: 6.8 MILES CSJ: 2979-01-011 FROM FM 428 TO US 380 ROLL OF 4 M 2931 M 428 / SPRING HILL ROAD 380 / E. UNIVERSITY ROAD 65 MPH 55 MPH URBAN MAJOR COLLECTOR URBAN PRINCIPAL ARTERIAL ROLL 4 OF 4: ROLL 3 OF 4: ROLL 2 OF 4: ROLL 1 OF 4: PROPOSED PAVEMENT PROPOSED BRIDGE TRAFFIC DIAGRAM, PROPERTY OWNERS, & TYPICAL SECTIONS PLAN & PROFILE VIEW STA. 1421+00.00 TO STA. 1514+57.56 PLAN & PROFILE VIEW STA. 1292+00.00 TO STA. 1421+00.00 PLAN & PROFILE VIEW STA. 1166+92.00 TO STA. 1292+00.00 MOHAMED K. (MO) BUR, P.E., DISTRICT ENGINEER DALLAS DISTRICT PROPOSED MEDIAN LICENSE NO. 87638 DATE DOUGLAS CRAIG BOWEN, P.E. UNDER THE SUPERVISION OF REGISTRATION F-2966 PREPARED BY JACOBS ENGINEERING GROUP, INC. PROPOSED CULVERT PROPOSED DITCH STA = 1302+00.00 EL = 574.81' (-) 0 . 3633 % (-) 2 . 3 29 0 % L = 150.00' ex = -0.37' STA = 1312+00.00 EL = 551.52' (-) 2 . 3290 % ( + ) 2 . 1261 % L = 375.00' STA = 1325+00.00 EL = 579.15' ( + ) 2 . 1261 % ( - ) 0 . 5265 % L = 200.00' ex = -0.66' STA = 1339+00.00 EL = 571.78' (-) 0 . 5265 % ( + ) 1 . 5457 % L = 200.00' STA = 1348+00.00 EL = 585.70' ( + ) 1 . 5457 % (-) 0 . 8403 % L = 200.00' ex = -0.60' STA = 1362+50.00 EL = 573.51' (-) 0 . 8403 % ( + ) 0 . 6755 % L = 175.00' STA = 1366+25.00 EL = 576.04' ( + ) 0 . 6755 % (-) 0 . 4575 % L = 150.00' ex = -0.21' STA = 1372+00.00 EL = 573.41' (-) 0 . 4575 % ( + ) 0 . 691 9 % L = 150.00' STA = 1383+00.00 EL = 581.02' ( + ) 0 . 6 9 19 % (-) 0 . 5000 % L = 150.00' ex = -0.22' STA = 1391+00.00 EL = 577.02' (-) 0 . 5 0 00 % ( + ) 0 . 4595 % L = 150.00' STA = 1399+75.00 EL = 581.04' ( + ) 0 . 4595 % (-) 2 . 7 07 8 % L = 190.00' STA = 1404+00.00 EL = 569.54' (-) 2 . 7 07 8 % ( -) 1 . 5338 % L = 135.00' STA = 1410+00.00 EL = 560.33' (-) 1 . 5 33 8 % ( + ) 2 . 84 6 5 % L = 400.00' STA = 1420+00.00 EL = 588.80' ( + ) 2 . 8465 % ( + ) 0 . 8 214 % L = 150.00' ex = -0.38' VPC 1301+25.00 EL. = 575.08' VPT 1302+75.00 EL. = 573.06' VPC 1310+12.50 EL. = 555.88' VPT 1313+87.50 EL. = 555.50' VPC 1324+00.00 EL. = 577.03' VPT 1326+00.00 EL. = 578.63' VPC 1338+00.00 EL. = 572.31' VPT 1340+00.00 EL. = 573.33' VPC 1347+00.00 EL. = 584.15' VPT 1349+00.00 EL. = 584.85' VPC 1361+62.50 EL. = 574.25' VPT 1363+37.50 EL. = 574.10' VPC 1365+50.00 EL. = 575.54' VPT 1367+00.00 EL. = 575.70' VPC 1371+25.00 EL. = 573.76' VPT 1372+75.00 EL. = 573.93' VPC 1382+25.00 EL. = 580.50' VPT 1383+75.00 EL. = 580.65' VPC 1390+25.00 EL. = 577.40' VPT 1391+75.00 EL. = 577.37' VPC 1398+80.00 EL. = 580.61' VPT 1400+70.00 EL. = 578.47' VPC 1403+32.50 EL. = 571.36' VPT 1404+67.50 EL. = 568.50' VPC 1408+00.00 EL. = 563.40' VPT 1412+00.00 EL. = 566.03' VPC 1419+25.00 EL. = 586.66' VPT 1420+75.00 EL. = 589.41' ex = 0.33' ex = 0.18' ex = 0.22' ex = 0.52' ex = 0.20' ex = 2.19' ex = 2.09' K = 91 K = 74 K = 84 K = 126 K = 60 K = 75 K = 132 K = 76 K = 115 K = 156 K = 131 K = 97 K = 115 K = 84 ex = -0.75' ] 569.40' STA 1372+61.14 2-5'x3'x120.8'MBC PROP CULVERT C-12 ] 572.14' STA 1391+29.58 3-6'x3'x123.2'MBC PROP CULVERT C-13 (TO BE REMOVED) ] 568.13' STA 1372+61.14 2-36" CMP EXIST CULVERT C-12 PROP ] 566.68' EXIST ] 566.74' STA 1362+05.64 PROP 1-30"x246'RCP EXIST 1-30" CMP CULVERT C-11 (PROP TBD) ] 565.40' STA 1338+80.95 EXIST 3-7'x4'MBC CULVERT BC-10 (TO BE REMOVED) ] 563.88' STA 1319+22.87 EXIST 1-24"CMP CULVERT C-9 (PROP TBD) ] 538.40' STA 1312+54.60 EXIST 3-10'x10'MBC CULVERT BC-8 PROP ] 573.49' EXIST ] 572.87' STA 1292+37.65 PROP 1-30"x131'RCP EXIST 1-24" CMP CULVERT C-7 (TO BE REMOVED) ] 569.60' STA 1391+33.06 2-54" CMP EXIST CULVERT C-13 578.08 577.71 577.35 576.99 576.62 576.26 575.90 575.53 575.17 574.44 572.48 570.15 567.82 565.49 563.16 560.83 558.50 556.17 554.30 553.60 554.10 555.77 557.89 560.02 562.15 564.27 566.40 568.52 570.65 572.78 574.90 577.03 578.49 578.63 578.10 577.58 577.05 576.52 576.00 575.47 574.94 574.42 573.89 573.36 572.84 572.31 572.30 573.33 574.88 576.42 577.97 579.51 581.06 582.60 584.15 585.10 584.85 584.01 583.17 582.33 581.49 580.65 579.81 578.97 578.13 577.29 576.45 575.61 574.77 573.99 573.91 574.52 575.20 575.78 575.70 575.24 574.79 574.33 573.87 573.63 574.11 574.80 575.49 576.18 576.87 577.56 578.26 578.95 579.64 580.33 580.80 580.52 580.02 579.52 579.02 578.52 578.02 577.52 577.20 577.48 577.94 578.40 578.86 579.32 579.78 580.24 580.67 579.96 577.66 574.95 572.24 569.73 568.00 566.47 564.93 563.40 562.41 562.52 563.73 566.03 568.87 571.72 574.57 577.41 580.26 583.11 585.95 588.42 589.62 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 577.5 577.4 577.0 576.8 576.5 576.2 575.9 575.4 575.2 574.6 573.5 572.1 569.9 567.5 564.6 561.7 558.9 556.2 553.7 551.9 551.3 552.1 554.4 557.7 561.1 564.1 566.3 568.1 569.5 571.2 572.9 574.6 576.6 578.0 578.1 578.1 577.7 577.2 576.6 576.1 575.4 574.8 573.9 573.0 572.2 571.7 571.5 571.7 572.3 573.5 575.0 576.7 578.5 580.2 582.1 583.3 584.0 584.1 583.6 582.8 581.9 580.9 579.7 578.7 577.7 576.9 575.7 574.9 574.4 573.4 572.8 572.9 574.2 574.8 575.3 575.1 574.6 574.6 574.0 573.6 573.2 573.5 574.5 575.5 576.1 576.6 577.2 578.1 578.8 579.5 580.2 580.4 580.2 579.6 579.1 578.7 578.3 578.0 577.4 577.0 577.1 577.5 578.1 578.6 579.1 579.6 579.9 579.8 579.0 577.6 575.6 572.9 569.5 566.1 563.0 560.7 551.9 559.3 560.5 562.3 564.9 567.1 568.9 569.4 575.2 580.3 583.8 586.9 587.6 589.5 520 530 540 550 560 570 580 590 600 610 520 530 540 550 560 570 580 590 600 610 545 550 550 550 5 5 0 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 555 555 555 555 5 5 5 555 555 555 555 55 5 5 55 5 5 5 555 5 55 555 5 55 555 555 555 555 555 555 555 555 555 555 555 555 5 55 555 555 555 555 555 5 5 5 555 555 555 5 60 560 560 560 5 6 0 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 560 5 60 560 560 560 560 5 65 5 6 5 565 565 56 5 565 565 565 565 565 565 565 565 5 65 565 565 565 565 565 5 65 565 565 565 565 565 565 565 5 6 5 565 565 565 565 565 565 570 570 570 570 57 0 570 570 570 57 0 570 570 570 570 570 570 570 570 570 570 570 570 570 570 5 7 0 570 570 570 570 570 570 570 570 570 570 570 570 575 575 575 575 575 575 575 575 575 575 575 575 575 5 7 5 575 57 5 575 575 5 75 575 5 7 5 575 575 575 575 575 575 575 575 575 575 575 575 575 57 5 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 5 80 580 580 580 580 580 580 580 580 585 585 585 58 5 585 585 585 585 585 585 585 585 590 590 590 590 590 590 590 1365+00 1370 + 00 PT 1374+67.06 1375 + 00 1380 + 00 PC 1381+11.06 PT 1383+28.52 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 PC 1410+69.71 14 1 5 + 00 1420+00 164 165 163 132 131 1 35 134 1 33 159 137 138 139 140 142 143 144 145 1 46 1 47 14 8 14 9 150 1 5 1 1 52 153 154 1 5 5 15 6 157 158 160 136 169 168 167 166 170 171 173 174 175 176 182 183 179 177 181 180 178 172 185 184 187 191 192 188 189 190 193 186 194 196 195 191 N 166 130 141 CURVE NO PI STATION PI STATION-N PI STATION-E DELTA RADIUS DEGREE TANGENT LENGTH BEARING CHORD LENGTH CHORD PC STATION PT STATION TANGENT BACK TANGENT AHEAD 2931CL11 1367+87.83 7141457.86 2445320.89 89.68 1190.00 4.81 1183.37 1862.6 46.95 1678.21 1356+04.46 1374+67.06 S 2.11 W N 88.21 W 2931CL12 1382+19.80 7141518.24 2443385.71 1.92 6480.00 0.88 108.74 217.46 89.17 217.45 1381+11.06 1383+28.52 N 88.21 W S 89.86 W 2931CL13 1423+07.23 7141508.58 2439298.28 88.52 1270.00 4.51 1237.51 1962.01 45.61 1772.63 1410+69.71 1430+31.72 S 89.86 W S 1.35 W SUPER TRANSITIONS RIGHT SIDE LEFT SIDE 1294+68.00 -2.0% 1292+88.00 -2.0% 1354+93.00 -2.0% 1353+13.00 -2.0% 1356+26.00 -5.0% 1356+26.00 5.0% 1374+45.00 -5.0% 1374+45.00 5.0% 1375+78.00 -2.0% 1377+58.00 -2.0% 1407+79.00 -2.0% 1409+59.00 -2.0% 1410+92.00 5.0% 1410+92.00 -5.0% ROLL 2 OF 4 ROLL 2 OF 4 PROP ELEV EXIST ELEV STA 1408+50.00 END BRIDGE STA 1407+20.00 BEGIN BRIDGE @ PGL EXIST GROUND @ PGL EXIST GROUND 2 . 0 % 2 . 0 % 5 . 0 % 2 . 0 % 2 . 0 % 5 . 0 % 1 STA 1166+92.00 FM 2931 CSJ:2979-01-011 BEGIN PROJECT STA 1514+57 FM 2931 CSJ:2979-01 END PROJECT 1 166+92.00 FM 2931 79-01-011 N PROJECT STA 1514+57.56 FM 2931 CSJ:2979-01-011 END PROJECT 5 . 0 % 2 . 0 % 2 . 0 % 5 . 0 % 2 . 0 % 2 . 0 % 5 . 0 % 5 . 0 % M ATC H LI NE S T A 1292 + 00 MATCH LINE STA 1365+00 QUI CKS I L VER BL VD. MATCH LINE STA 1365+00 MATCH LI NE STA 1421+00 PROP R.O.W. PROP R.O.W. P R O P R . O . W . P R O P R . O . W . P R O P R . O . W . P R O P R . O . W . P R O P R . O . W . P R O P R . O . W. 6 A CR EP O N D BREWER RD. 55 54 2931CL11 2931CL11 2931CL12 2931CL13 STA 1407+20.00 BEGIN BRIDGE STA 1408+50.00 END BRIDGE P R O P R . O . W . P R O P R . O . W . 41' 41' 41' 41' 53' 41' 53' 41' 53' 41' 41' 41' 53' 41' 41' 53' 41' 53' 41' 41' 41' 41' 41' 41' 39' 41' NP O WELL R D . S I L VERADO P KW Y. L I B E R T Y C I R . 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. [ FM 2931 [ FM 2931 [ FM 2931 [ FM 2931 100' 100 99 113 112 111 110 109 108 107 106 105 104 103 102 101 95 94 93 92 71 96 97 98 69 68 70 N 1 1 4 11 5 1 1 6 1 1 7 1 1 8 1 1 9 1 2 0 1 2 1 1 22 123 124 125 126 127 128 129 161 162 58 59 60 61 57 62 63 56 53 64 65 66 67 73 74 72 76 77 78 79 80 81 82 83 84 85 87 86 88 89 90 91 75 STA 1292+37.65 PROP 1-30"x131'RCP EXIST 1-24" CMP CULVERT C-7 (PROP TBD) STA 1312+54.60 EXIST 3-10'x10'MBC CULVERT BC-8 (PROP TBD) STA 1338+80.95 EXIST 3-7'x4'MBC CULVERT BC-10 STA 1362+07.11 PROP 1-30"x246'RCP EXIST 1-30" CMP CULVERT C-11 STA 1372+61.14 PROP 2-5'x3'x120.8'MBC EXIST 2-36" CMP CULVERT C-12 PROP STA 1391+29.58 EXIST STA 1391+33.06 PROP 3-6'x3'x123.2'MBC EXIST 2-54" CMP CULVERT C-13 F/F F/F F/F 6 A CR EP OND CHURCH METHODIST BETHEL CHURCH METHODIST BETHEL (TO BE REMOVED) STA 1319+22.87 EXIST 1-24"CMP CULVERT C-9 R O A D F A R M 2 9 3 1 R O A D F A R M 2 9 3 1 R O A D F A R M 2 9 3 1 F RONT I ER P KW Y. (f u t u r e ) I KE BYRO M RD. ( c u rr e n t ) ARVI N HI LL RD. 428 2931 428 377 2931 2931 380 720 380 380 377 377 424 377 428 428 428 2931 428 377 2931 2931 380 720 380 380 377 377 424 377 428 428

FM 2931 DESIGN SCHEMATIC 6 AC DESIGN SCHEMATIC

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Page 1: FM 2931 DESIGN SCHEMATIC 6 AC DESIGN SCHEMATIC

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1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00

PC 1356

+04.46

1360+00

1365+00

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C-7

EXI

ST 1-24"

X40'

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PW/2

CH-

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X36'

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BC-10

EXI

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X4'

X35'

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C-11

EXI

ST 1-30"

X84'

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X10'

X36.7'

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CORTEZ

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UIR

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SURVEYORS

KRUGER

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NU

T

MA

GN

OLIA

TISDALEDEMOYE

CR

EE

K

PE

CA

N

RU

NNIN

G

BR

AN

CH

MUST

ANG

JOH

NSO

N

BRUMLEY

LITTLE

LIM

ITCIT

Y

RO

AD

SC

RO

SS

SL

OU

GH

EL

M

CREEK

ROSSON

NA

VO

CemeteryOak Grove

Cantrell

0.6

2.7

2.7

3.5

2.0

1.5

1.9

6.4

0.1

1.2

2.1

0.6

0.8

LOVELL

ILESON

HIG

BIE

ARVIN HILL

BONAR

COFFEY

REDFERN

McNATT

Mc

NA

TT

IKE BYROM

STEWART

FISH TRAP

OA

K

GR

OV

E

LIBERTY

LIB

ER

TY

BR

EW

ER

FISH TRAP

POWELL

BR

YA

N

FISH TRAPFISH TRAP

NA

VO

EL

M

RID

GE

ROSSON

377

380

380

380

377

377

377

AK

MOUNTAIN VIEW

PU

R

E C

OU

NT

RY

PO

TT

ER

YS

HO

P

KRUGERVILLE

AUBREY SPRINGHILL

Pop 735

Pop 1,138

NAVO

Pop 361

Pop 287

PARK

LINCOLN

ROADS

CROSS

Pop 361

CROSSROADS

KRUGERVILLEPop 735

CROSSROADS

CITY

LIMIT

428 428

428

2931

2931

424

2931

720

428

(U

P)

Firm Registration F-2966

Phone 214.638.0145

DALLAS, TX 75201-3136

1999 BRYAN STREET, SUITE 1200

TEXAS DEPARTMENT OF TRANSPORTATIONR

TEXAS COUNTY MAPN.T.S.

EXISTING ROW

DIRECTION OF TRAVEL

EXISTING CULVERT

CENTERLINE/BASELINE

N.T.S.

LOCATION MAP

PARCEL IDENTIFIER NUMBER

DENTON COUNTY, TEXAS

DENTON COUNTY, TEXAS

45 MPH

SPEED

DESIGN

CLASSIFICATION

FUNCTIONAL

INDEX OF SHEETS

0 200 0 10 20100

VERTICALHORIZONTALGRAPHIC SCALES IN FEET

PROPOSED ROW

PROPOSED CULVERT

EXISTING PARCEL LINE

LEGEND

C 2020 by Texas Department of Transportation all rights reserved

PROPOSED DRAINAGE EASEMENT

PROPOSED SIDEWALK

LIMITS OF FLOOD PLAIN

EXISTING 5' INTERVAL CONTOUR560

PROPOSED RETAINING WALL

ROADWAY

URBAN PRINCIPAL ARTERIAL

35 MPH LOCAL STREETSALL OTHER ROADWAYS

DESIGN SCHEMATIC

FM 2931

DATE: JUNE 17, 2020

LENGTH: 6.8 MILES

CSJ: 2979-01-011

FROM FM 428 TO US 380

ROLL OF 4

FM 2931

FM 428 / SPRING HILL ROAD

US 380 / E. UNIVERSITY ROAD 65 MPH

55 MPH URBAN MAJOR COLLECTOR

URBAN PRINCIPAL ARTERIAL

ROLL 4 OF 4:

ROLL 3 OF 4:

ROLL 2 OF 4:

ROLL 1 OF 4:

PROPOSED PAVEMENT

PROPOSED BRIDGE

TRAFFIC DIAGRAM, PROPERTY OWNERS, & TYPICAL SECTIONS

PLAN & PROFILE VIEW STA. 1421+00.00 TO STA. 1514+57.56

PLAN & PROFILE VIEW STA. 1292+00.00 TO STA. 1421+00.00

PLAN & PROFILE VIEW STA. 1166+92.00 TO STA. 1292+00.00

MOHAMED K. (MO) BUR, P.E., DISTRICT ENGINEER

DALLAS DISTRICT

PROPOSED MEDIAN

LICENSE NO. 87638 DATE

DOUGLAS CRAIG BOWEN, P.E.

UNDER THE SUPERVISION OF

REGISTRATION F-2966

PREPARED BY JACOBS ENGINEERING GROUP, INC.

PROPOSED CULVERT

PROPOSED DITCH

Bran

ch

RAIL

RO

AD N

EW

HO

PE

RO

CK

HIL

L

CORTEZ

SQ

UIR

ES

DE

NA

CA

RO

LO

TA

BRUMLEY

BASE LINE

SURVEYORS

KRUGER

SQ

UIR

ES

RANCH

PERKINS

SH

ER

RY

PA

RA

LLEL

HIL

L

CH

ER

RY

SPRING

MAIN

PECAN

PLUM

MULBERRY

ELM

CH

EST

NU

T

MA

GN

OLIA

TISDALEDEMOYE

CR

EE

K

PE

CA

N

RU

NNIN

G

BR

AN

CH

MUST

ANG

JOH

NSO

N

BRUMLEY

LITTLE

LIM

ITCIT

Y

RO

AD

SC

RO

SS

SL

OU

GH

EL

M

CREEK

ROSSON

NA

VO

CemeteryOak Grove

Cantrell

0.6

2.7

2.7

3.5

2.0

1.5

1.9

6.4

0.1

1.2

2.1

0.6

0.8

LOVELL

ILESON

HIG

BIE

ARVIN HILL

BONAR

COFFEY

REDFERN

McNATT

Mc

NA

TT

IKE BYROM

STEWART

FISH TRAP

OA

K

GR

OV

E

LIBERTY

LIB

ER

TY

BR

EW

ER

FISH TRAP

POWELL

BR

YA

N

FISH TRAPFISH TRAP

NA

VO

EL

M

RID

GE

ROSSON

377

380

380

380

377

377

377

AK

MOUNTAIN VIEW

PU

R

E C

OU

NT

RY

PO

TT

ER

YS

HO

P

KRUGERVILLE

AUBREY SPRINGHILL

Pop 735

Pop 1,138

NAVO

Pop 361

Pop 287

PARK

LINCOLN

ROADS

CROSS

Pop 361

CROSSROADS

KRUGERVILLEPop 735

CROSSROADS

CITY

LIMIT

428 428

428

2931

2931

424

2931

720

428

(U

P)

Firm Registration F-2966

Phone 214.638.0145

DALLAS, TX 75201-3136

1999 BRYAN STREET, SUITE 1200

TEXAS DEPARTMENT OF TRANSPORTATIONR

TEXAS COUNTY MAPN.T.S.

EXISTING ROW

DIRECTION OF TRAVEL

EXISTING CULVERT

CENTERLINE/BASELINE

N.T.S.

LOCATION MAP

PARCEL IDENTIFIER NUMBER

DENTON COUNTY, TEXAS

DENTON COUNTY, TEXAS

45 MPH

SPEED

DESIGN

CLASSIFICATION

FUNCTIONAL

INDEX OF SHEETS

0 200 0 10 20100

VERTICALHORIZONTALGRAPHIC SCALES IN FEET

PROPOSED ROW

PROPOSED CULVERT

EXISTING PARCEL LINE

LEGEND

C 2020 by Texas Department of Transportation all rights reserved

PROPOSED DRAINAGE EASEMENT

PROPOSED SIDEWALK

LIMITS OF FLOOD PLAIN

EXISTING 5' INTERVAL CONTOUR560

PROPOSED RETAINING WALL

ROADWAY

URBAN PRINCIPAL ARTERIAL

35 MPH LOCAL STREETSALL OTHER ROADWAYS

DESIGN SCHEMATIC

FM 2931

DATE: JUNE 17, 2020

LENGTH: 6.8 MILES

CSJ: 2979-01-011

FROM FM 428 TO US 380

ROLL OF 4

FM 2931

FM 428 / SPRING HILL ROAD

US 380 / E. UNIVERSITY ROAD 65 MPH

55 MPH URBAN MAJOR COLLECTOR

URBAN PRINCIPAL ARTERIAL

ROLL 4 OF 4:

ROLL 3 OF 4:

ROLL 2 OF 4:

ROLL 1 OF 4:

PROPOSED PAVEMENT

PROPOSED BRIDGE

TRAFFIC DIAGRAM, PROPERTY OWNERS, & TYPICAL SECTIONS

PLAN & PROFILE VIEW STA. 1421+00.00 TO STA. 1514+57.56

PLAN & PROFILE VIEW STA. 1292+00.00 TO STA. 1421+00.00

PLAN & PROFILE VIEW STA. 1166+92.00 TO STA. 1292+00.00

MOHAMED K. (MO) BUR, P.E., DISTRICT ENGINEER

DALLAS DISTRICT

PROPOSED MEDIAN

LICENSE NO. 87638 DATE

DOUGLAS CRAIG BOWEN, P.E.

UNDER THE SUPERVISION OF

REGISTRATION F-2966

PREPARED BY JACOBS ENGINEERING GROUP, INC.

PROPOSED CULVERT

PROPOSED DITCH

STA = 1302+00.00

EL = 574.81'

(-)0.3633 % (-)2.3290 %

L = 150.00'

ex = -0.37'

STA = 1312+00.00

EL = 551.52'

(-)2.3290 % (+)2.1

261 %

L = 375.00'

STA = 1325+00.00

EL = 579.15'

(+)2.1

261 % (-)0.5265 %

L = 200.00'

ex = -0.66'

STA = 1339+00.00

EL = 571.78'

(-)0.5265 % (+)1.545

7 %

L = 200.00'

STA = 1348+00.00

EL = 585.70'

(+)1.545

7 % (-)0.8403 %

L = 200.00'

ex = -0.60'

STA = 1362+50.00

EL = 573.51'

(-)0.8403 % (+)0.6755 %

L = 175.00'

STA = 1366+25.00

EL = 576.04'

(+)0.6755 % (-)0.4575 %

L = 150.00'

ex = -0.21'

STA = 1372+00.00

EL = 573.41'

(-)0.4575 % (+)0.6919 %

L = 150.00'

STA = 1383+00.00

EL = 581.02'

(+)0.6919 % (-)0.5000 %

L = 150.00'

ex = -0.22'

STA = 1391+00.00

EL = 577.02'

(-)0.5000 % (+)0.4595 %

L = 150.00'

STA = 1399+75.00

EL = 581.04'

(+)0.4595 % (-)2.7078 %

L = 190.00'

STA = 1404+00.00

EL = 569.54'

(-)2.7078 %(-)1.5338 %

L = 135.00'

STA = 1410+00.00

EL = 560.33'

(-)1.5338 % (+)2.8

465 %

L = 400.00'

STA = 1420+00.00

EL = 588.80'

(+)2.8

465 %

(+)0.8214 %

L = 150.00'

ex = -0.38'

VP

C 1301

+25.00

EL.

= 575.08'

VP

T 1302

+75.00

EL.

= 573.06'

VP

C 1310

+12.50

EL.

= 555.88'

VP

T 1313

+87.50

EL.

= 555.50'

VP

C 1324

+00.00

EL.

= 577.03'

VP

T 1326

+00.00

EL.

= 578.63'

VP

C 1338

+00.00

EL.

= 572.31'

VP

T 1340

+00.00

EL.

= 573.33'

VP

C 1347

+00.00

EL.

= 584.15'

VP

T 1349

+00.00

EL.

= 584.85'

VP

C 1361

+62.50

EL.

= 574.25'

VP

T 1363

+37.50

EL.

= 574.10'

VP

C 1365

+50.00

EL.

= 575.54'

VP

T 1367

+00.00

EL.

= 575.70'

VP

C 1371

+25.00

EL.

= 573.76'

VP

T 1372

+75.00

EL.

= 573.93'

VP

C 1382

+25.00

EL.

= 580.50'

VP

T 1383

+75.00

EL.

= 580.65'

VP

C 1390

+25.00

EL.

= 577.40'

VP

T 1391

+75.00

EL.

= 577.37'

VP

C 1398

+80.00

EL.

= 580.61'

VP

T 1400

+70.00

EL.

= 578.47' VP

C 1403

+32.50

EL.

= 571.36'

VP

T 1404

+67.50

EL.

= 568.50'

VP

C 1408

+00.00

EL.

= 563.40'

VP

T 1412

+00.00

EL.

= 566.03'

VP

C 1419

+25.00

EL.

= 586.66'

VP

T 1420

+75.00

EL.

= 589.41'

ex = 0.33'

ex = 0.18'ex = 0.22'ex = 0.52' ex = 0.20'

ex = 2.19'

ex = 2.09'

K = 91

K = 74

K = 84

K = 126 K = 60

K = 75

K = 132K = 76

K = 115

K = 156K = 131K = 97 K = 115

K = 84

ex = -0.75'

] 569.40'STA 1372+61.142-5'x3'x120.8'MBCPROP CULVERT C-12

] 572.14'STA 1391+29.583-6'x3'x123.2'MBCPROP CULVERT C-13

(TO BE REMOVED)] 568.13'STA 1372+61.142-36" CMPEXIST CULVERT C-12

PROP ] 566.68'EXIST ] 566.74'STA 1362+05.64PROP 1-30"x246'RCPEXIST 1-30" CMPCULVERT C-11

(PROP TBD)] 565.40'STA 1338+80.95EXIST 3-7'x4'MBCCULVERT BC-10

(TO BE REMOVED)] 563.88'STA 1319+22.87EXIST 1-24"CMPCULVERT C-9

(PROP TBD)] 538.40'STA 1312+54.60EXIST 3-10'x10'MBCCULVERT BC-8

PROP ] 573.49'EXIST ] 572.87'STA 1292+37.65PROP 1-30"x131'RCPEXIST 1-24" CMPCULVERT C-7

(TO BE REMOVED)] 569.60'STA 1391+33.062-54" CMPEXIST CULVERT C-13

578.08

577.71

577.35

576.99

576.62

576.26

575.90

575.53

575.17

574.44

572.48

570.15

567.82

565.49

563.16

560.83

558.50

556.17

554.30

553.60

554.10

555.77

557.89

560.02

562.15

564.27

566.40

568.52

570.65

572.78

574.90

577.03

578.49

578.63

578.10

577.58

577.05

576.52

576.00

575.47

574.94

574.42

573.89

573.36

572.84

572.31

572.30

573.33

574.88

576.42

577.97

579.51

581.06

582.60

584.15

585.10

584.85

584.01

583.17

582.33

581.49

580.65

579.81

578.97

578.13

577.29

576.45

575.61

574.77

573.99

573.91

574.52

575.20

575.78

575.70

575.24

574.79

574.33

573.87

573.63

574.11

574.80

575.49

576.18

576.87

577.56

578.26

578.95

579.64

580.33

580.80

580.52

580.02

579.52

579.02

578.52

578.02

577.52

577.20

577.48

577.94

578.40

578.86

579.32

579.78

580.24

580.67

579.96

577.66

574.95

572.24

569.73

568.00

566.47

564.93

563.40

562.41

562.52

563.73

566.03

568.87

571.72

574.57

577.41

580.26

583.11

585.95

588.42

589.62

1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00

577.5

577.4

577.0

576.8

576.5

576.2

575.9

575.4

575.2

574.6

573.5

572.1

569.9

567.5

564.6

561.7

558.9

556.2

553.7

551.9

551.3

552.1

554.4

557.7

561.1

564.1

566.3

568.1

569.5

571.2

572.9

574.6

576.6

578.0

578.1

578.1

577.7

577.2

576.6

576.1

575.4

574.8

573.9

573.0

572.2

571.7

571.5

571.7

572.3

573.5

575.0

576.7

578.5

580.2

582.1

583.3

584.0

584.1

583.6

582.8

581.9

580.9

579.7

578.7

577.7

576.9

575.7

574.9

574.4

573.4

572.8

572.9

574.2

574.8

575.3

575.1

574.6

574.6

574.0

573.6

573.2

573.5

574.5

575.5

576.1

576.6

577.2

578.1

578.8

579.5

580.2

580.4

580.2

579.6

579.1

578.7

578.3

578.0

577.4

577.0

577.1

577.5

578.1

578.6

579.1

579.6

579.9

579.8

579.0

577.6

575.6

572.9

569.5

566.1

563.0

560.7

551.9

559.3

560.5

562.3

564.9

567.1

568.9

569.4

575.2

580.3

583.8

586.9

587.6

589.5

520

530

540

550

560

570

580

590

600

610

520

530

540

550

560

570

580

590

600

610

545

550

550

550

550

550

550

550

550

550

550

550

550 550

550

550

550

550

550

550

550

550

550

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

555

560

560

560560

560

560 560

560

560560

560

560

560

560

560

560

560

560560

560

560

560560

560

560

560

560

560

560

560

560

560

565

565

565

565

565

565

565 565

565

565

565

565

565

565

565

565

565

565

565

565

565

565

565

565565

565

565

565

565

565

565

565

565

565

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570

570570

570

570

570

570

570570

570

570

570

570

570

570

570

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575

575575 575

575

575

575

575575

580

580

580

580

580

580

580

580

580

580

580

580

580

580

580

580580

580

580

580

580

580

580

580

580

580

580

580

580

580 580 580

580

580

580

580

580

580

580

580

585

585

585

585

585

585

585

585

585

585

585

585

590

590

590

590 590

590

590

1365+00

1370

+00

PT 1374

+67.06

1375+001380+00

PC 1381

+11.06

PT 1383

+28.52

1385+00 1390+00 1395+00 1400+00 1405+00 1410+00

PC 1410

+69.71

1415

+00

1420+00

164

165

163

132

131

135

134

133

159

137

138

139

140

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

157

158

160

136

169168

167

166

170 171

173 174 175

176

182 183

179177

181

180

178

172

185

184

187 191

192

188 189 190 193186

194

196

195

191

N

166

130

141

CURVE NO PI STATION PI STATION-N PI STATION-E DELTA RADIUS DEGREE TANGENT LENGTHBEARING

CHORD

LENGTH

CHORDPC STATION PT STATION

TANGENT

BACK

TANGENT

AHEAD

2931CL11 1367+87.83 7141457.86 2445320.89 89.68 1190.00 4.81 1183.37 1862.6 46.95 1678.21 1356+04.46 1374+67.06 S 2.11 W N 88.21 W

2931CL12 1382+19.80 7141518.24 2443385.71 1.92 6480.00 0.88 108.74 217.46 89.17 217.45 1381+11.06 1383+28.52 N 88.21 W S 89.86 W

2931CL13 1423+07.23 7141508.58 2439298.28 88.52 1270.00 4.51 1237.51 1962.01 45.61 1772.63 1410+69.71 1430+31.72 S 89.86 W S 1.35 W

SUPER TRANSITIONS

RIGHT SIDE LEFT SIDE

1294+68.00 -2.0% 1292+88.00 -2.0%

1354+93.00 -2.0% 1353+13.00 -2.0%

1356+26.00 -5.0% 1356+26.00 5.0%

1374+45.00 -5.0% 1374+45.00 5.0%

1375+78.00 -2.0% 1377+58.00 -2.0%

1407+79.00 -2.0% 1409+59.00 -2.0%

1410+92.00 5.0% 1410+92.00 -5.0%

ROLL 2 OF 4 ROLL 2 OF 4

PR

OP

EL

EV

EXI

ST

EL

EV

STA 1408+50.00

END BRIDGE

STA 1407+20.00

BEGIN BRIDGE

@ PGLEXIST GROUND

@ PGLEXIST GROUND

2.0

%

2.0

%

5.0

%

2.0

%

2.0

%

5.0

%

1

STA 1166+92.00

FM 2931

CSJ:2979-01-011

BEGIN PROJECT

STA 1514+57.56

FM 2931

CSJ:2979-01-011

END PROJECT

1

STA 1166+92.00

FM 2931

CSJ:2979-01-011

BEGIN PROJECT

STA 1514+57.56

FM 2931

CSJ:2979-01-011

END PROJECT

5.0

%

2.0

%

2.0

% 5.0

%

2.0

%

2.0

%

5.0

%

5.0

%

MA

TC

H

LI

NE

ST

A 1292

+00

MATC

H LI

NE ST

A 1365+00

QUIC

KSIL

VE

R B

LV

D.

MATC

H LI

NE ST

A 1365+00

MATC

H LI

NE ST

A 1421+00

PROP R.O.W.

PROP R.O.W.PROP R.O.W.

PROP R.O.W.PROP R.O.W.

PROP R.O.W.

PROP R.

O.W.

PROP R.

O.W.

6 ACRE

POND

BREWER RD.

55

54

2931CL11

2931CL11

2931CL12

2931CL13

STA 1407+20.00

BEGIN BRIDGE

STA 1408+50.00

END BRIDGE

PROP R.O.W.

PROP R.O.W.

41'

41'

41'

41'

53'

41'

53'

41'

53'

41'

41'

41'

53'

41'

41'

53'

41'

53'

41'

41'

41'

41'

41'

41'

39'

41'

N POWELL RD.

SIL

VE

RA

DO P

KW

Y.

LIBERTY CIR.

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

EXIST R.O.W.

EXIST R.O.W.

EXIST R.O.W.

EXIST R.O.W.

EXIST R.O.W.

EXIST R.O.W.

EXIST R.O.W.

EXIST R.O.W.

EXIST R.O.W.

[ FM 2931[ FM 2931

[ FM 2931

[ FM 2931

100'

100

99

113

112

111

110

109

108

107

106

105

104

103

102

101

95

94

93

92

71

96 97

98

69

6870

N

114

115

116

117

118

119 120

121

122 123 124 125 126

127

128 129

161

162

58 59 60

61

57

62

63

56

53 64

65

6667

73 74

72 76

77

78

79

80

81

82

83

84

85

87

86

88

89

90

91

75

STA 1292+37.65PROP 1-30"x131'RCPEXIST 1-24" CMPCULVERT C-7

(PROP TBD)STA 1312+54.60EXIST 3-10'x10'MBCCULVERT BC-8

(PROP TBD)STA 1338+80.95EXIST 3-7'x4'MBCCULVERT BC-10

STA 1362+07.11PROP 1-30"x246'RCPEXIST 1-30" CMPCULVERT C-11

STA 1372+61.14PROP 2-5'x3'x120.8'MBCEXIST 2-36" CMPCULVERT C-12

PROP STA 1391+29.58EXIST STA 1391+33.06PROP 3-6'x3'x123.2'MBCEXIST 2-54" CMPCULVERT C-13

F/

F

F/

FF/

F

6 ACRE

POND

CHURCH

METHODIST

BETHEL

CHURCH

METHODIST

BETHEL

(TO BE REMOVED)STA 1319+22.87EXIST 1-24"CMPCULVERT C-9

ROAD

FARM

2931

ROAD

FARM

2931

ROAD

FARM

2931

FR

ON

TIE

R P

KW

Y. (future)

IKE B

YR

OM R

D. (c

urrent)

AR

VIN HIL

L R

D.

428

2931

428

377

2931

2931

380

720

380

380

377

377424

377

428428

428

2931

428

377

2931

2931

380

720

380

380

377

377424

377

428428