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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 575 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 5 85 5 85 5 8 5 585 585 585 585 585 585 5 8 5 5 8 5 585 585 5 8 5 585 585 585 585 585 585 58 5 58 5 585 590 590 590 590 59 0 590 590 590 590 590 590 590 590 59 0 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 595 595 595 595 595 595 5 9 5 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 595 600 600 600 600 600 600 600 600 600 600 600 605 605 605 1425 + 0 0 143 0 + 0 0 PT 1430+31.72 143 5 + 0 0 PC 1438+13.44 1 44 0 + 0 0 1445 + 00 PT 1447+95.67 1450 + 00 PC 1453+65.47 1455 + 00 1460 + 00 PT 1463+60.46 197 201 203 204 200 202 198 199 207 210 209 211 213 212 205 208 206 216 217 214 215 219 218 220 221 222 223 N 242 243 237 236 225 226 227 228 229 230 231 233 232 234 235 224 191 STA = 1433+00.00 EL = 599.48' ( + ) 0 . 8214 % (-) 0 . 3500 % L = 150.00' ex = -0.22' STA = 1505+00.00 EL = 574.28' ( -) 0 . 3500 % ( + ) 0 . 3540 % L = 150.00' VPC 1432+25.00 EL. = 598.86' VPT 1433+75.00 EL. = 599.21' VPC 1504+25.00 EL. = 574.54' VPT 1505+75.00 EL. = 574.54' ex = 0.13' K = 128 K = 213 PROP ] 580.05' EXIST ] 580.00' STA 1473+89.52 PROP 1-6'x3'x107'SBC EXIST 3-24" CMP CULVERT C-17 (TO REMAIN IN PLACE) ] 578.83' STA 1470+52.67 PROP 1-48"x17.4' RT EXIST 1-48" RCP CULVERT C-16 (TO REMAIN IN PLACE) ] 576.61' STA 1489+49.37 PROP 1-32.35' RT PROP 1-17.35' RT PROP 1-20.75' RT PROP 1-23.85' RT EXIST 4-24" RCP CULVERT C-18 (TO REMAIN IN PLACE) ] 570.47' STA 1496+03.08 EXIST 2-42" RCP CULVERT C-19 (TO REMAIN IN PLACE) ] 566.14' STA 1503+42.45 PROP 1-10'x24.3' RT EXIST 1-10'x5'SBC CULVERT C-20 (PROP TBD) ] 582.06' STA 1449+36.50 EXIST 3-7'x4'MBC CULVERT BC-15 589.62 590.44 591.26 592.08 592.91 593.73 594.55 595.37 596.19 597.01 597.83 598.66 599.26 599.13 598.78 598.43 598.08 597.73 597.38 597.03 596.68 596.33 595.98 595.63 595.28 594.93 594.58 594.23 593.88 593.53 593.18 592.83 592.48 592.13 591.78 591.43 591.08 590.73 590.38 590.03 589.68 589.33 588.98 588.63 588.28 587.93 587.58 587.23 586.88 586.53 586.18 585.83 585.48 585.13 584.78 584.43 584.08 583.73 583.38 583.03 582.68 582.33 581.98 581.63 581.28 580.93 580.58 580.23 579.88 579.53 579.18 578.83 578.48 578.13 577.78 577.43 577.08 576.73 576.38 576.03 575.68 575.33 574.98 574.63 574.41 574.63 574.98 575.34 575.69 576.05 576.40 576.75 577.11 577.46 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 1510+00 589.5 590.3 590.9 591.0 590.9 590.8 591.8 594.0 595.4 596.4 597.0 597.5 597.5 597.5 597.1 596.9 596.5 595.7 594.6 592.8 591.2 589.7 588.7 588.4 588.4 587.8 586.9 585.6 585.3 584.8 584.2 584.9 586.2 587.1 586.7 586.1 586.9 588.4 588.2 587.8 587.3 586.7 586.0 585.4 584.9 584.4 584.1 584.0 583.8 583.3 583.2 583.4 583.9 584.0 584.2 584.1 583.7 583.4 583.0 582.7 582.4 582.2 581.9 581.7 581.4 581.3 581.1 581.2 581.0 581.0 580.3 579.8 579.2 578.8 578.1 577.7 577.3 576.8 576.4 576.0 575.7 575.4 575.2 575.2 575.2 575.5 575.4 575.3 575.7 575.9 576.1 576.5 577.2 577.3 520 530 540 550 560 570 580 590 600 610 520 530 540 550 560 570 580 590 600 610 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 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 2931CL14 1443+19.04 7138984.44 2439238.84 33.50 1680.00 3.41 505.6 982.23 18.10 968.3 1438+13.44 1447+95.67 S 1.35 W S 34.85 W 2931CL15 1458+78.03 7137681.24 2438331.48 33.93 1680.00 3.41 512.56 994.99 17.88 980.51 1453+65.47 1463+60.46 S 34.85 W S 0.91 W SUPER TRANSITIONS RIGHT SIDE LEFT SIDE 1422+85.00 5.0% 1422+85.00 -5.0% 1425+98.00 -2.0% 1424+18.00 -2.0% 1437+35.00 -2.0% 1435+55.00 -2.0% 1438+32.00 -4.2% 1438+32.00 4.2% 1447+17.00 -4.2% 1447+17.00 4.2% 1448+14.00 -2.0% 1449+94.00 -2.0% 1451+07.00 -2.0% 1452+87.00 -2.0% 1453+84.00 4.2% 1453+84.00 -4.2% 1463+41.00 4.2% 1463+41.00 -4.2% 1466+18.00 -2.0% 1464+38.00 -2.0% ROLL 3 OF 4 ROLL 3 OF 4 @ PGL EXIST GROUND @ PGL EXIST GROUND PROP ELEV EXIST ELEV STA 1514+73.27 CSJ: 2979-01-011 END PROJECT 2.0% 2 .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 % - 4 . 2 % 4 . 2 % 2 . 0 % 2 . 0 % 4 . 2 % 2 . 0 % 2 . 0 % 4 . 2 % 2 . 0 % 4 . 2 % 5 . 0 % 4 . 2 % 2 . 0 % 4 . 2 % 4 . 2 % OAKS RD. CHEROKEE L AKEVI EW DR MATCH LINE STA 1464+00 MATCH LINE STA 1421+00 MATCH LINE STA 1464+00 E X I S T R . O . W . P R O P R . O . W . P R O P R . O . W . PROP R.O.W. PROP R.O.W. PROP R.O.W. P R O P R . O . W . F I S HT RAP RD. SCHOOL ELEMENTARY PROVIDENCE PROP 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. EXIST R.O.W. [ FM 2931 [ FM 2931 CIRCLE K PROP R.O.W. PROP R.O.W. 2931CL13 2931CL14 2931CL15 L I BERT Y RD. GAI L L N. LEXI NG T ON DR. COD BL VD. CAP E SCHOOL ELEMENTARY PROVIDENCE CIRCLE K APARTMENTS THE LANDING APARTMENTS THE LANDING OAKS RD. CHEROKEE CORRAL KID'S 39' 39' 96' 50' 39' 96' 50' 39' 96' 39' 51' 96' 39' 96' 51' 39' 39' 96' 39' 51' 96' 39' 96' 51' 51' 96' 39' 260 262 263 264 266 265 268 261 273 286 287 288 289 290 271 272 274 275 276 277 278 279 280 281 282 283 284 285 270 269 293 291 294 295 296 297 298 299 300 301 302 303 304 307 292 305 306 314 315 313 311 308 309 310 312 259 249 250 251 252 253 254 258 257 256 255 244 245 246 247 248 238 239 240 241 267 N [ FM 2931 STA 1514+25.25 END CONSTRUCTION STA 1514+73.27 CSJ: 2979-01-011 END PROJECT (PROP TBD) STA 1449+36.50 EXIST 3-7'x4' MBC CULVERT BC-15 (TO REMAIN IN PLACE) STA 1470+52.67 PROP 1-48"x17.4' RT EXIST 1-48" RCP CULVERT C-16 STA 1473+89.52 PROP 1-6'x3'x107'SBC EXIST 3-24" CMP CULVERT C-17 STA 1489+49.37 PROP 1-32.35' RT PROP 1-17.35' RT PROP 1-20.75' RT PROP 1-23.85' RT EXIST 4-24" RCP CULVERT C-18 (TO REMAIN IN PLACE) STA 1496+03.08 EXIST 2-42" RCP CULVERT C-19 (TO REMAIN IN PLACE) STA 1503+42.45 PROP 1-10'x5'x24.3' RT EXIST 1-10'x5' CULVERT C-20 E UNI VERS I T Y DR. CORRAL KID'S 2 9 3 1 F A R M R O A D 2 9 3 1 F A R M R O A D 2 9 3 1 F A R M R O A D 8 0 3 428 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

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Page 1: R TEXAS DEPARTMENT OF TRANSPORTATION

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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

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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

575

580

580

580

580

580

580

580

580

580

580

580

580

580

5805

80

580

580580

580

580

580

580

580

580

580

580

580

5805

80

580

580

580

580

580

580

58058

5

585

585

585

585

585

585 5

85

585

585

585

585

585

585

585

585 585

585

585

585

585

585

585

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

590

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

595

600

600

600

600

600

600

600600

600

600

600

605

605

605

1425+00 1430+00

PT 1430

+31.72

1435+00

PC 1438

+13.44

1440+001445+00

PT 1447

+95.67

1450+00

PC 1453

+65.47

1455+00

1460+00

PT 1463

+60.46

CU

LV

ER

T

BC-15

EXI

ST 3-7'

X4'

X36'

MB

C

W/2

FW-0

197

201

203

204

200

202

198199

207

210

209

211 213212

205

208

206

216

217

214

215

219

218

220

221

222

223

N

242

243

237

236

225

226

227

228

229

230

231

233

232

234

235

224

191

STA = 1433+00.00

EL = 599.48'

(+)0.8214 % (-)0.3500 %

L = 150.00'

ex = -0.22'

STA = 1505+00.00

EL = 574.28'

(-)0.3500 % (+)0.3540 %

L = 150.00'

VP

C 1432

+25.00

EL.

= 598.86'

VP

T 1433

+75.00

EL.

= 599.21'

VP

C 1504

+25.00

EL.

= 574.54'

VP

T 1505

+75.00

EL.

= 574.54'

ex = 0.13'

K = 128

K = 213

PROP ] 580.05'EXIST ] 580.00'STA 1473+89.52PROP 1-6'x3'x107'SBCEXIST 3-24" CMPCULVERT C-17

(TO REMAIN IN PLACE)] 578.83'STA 1470+52.67PROP 1-48"x17.4' RTEXIST 1-48" RCPCULVERT C-16

(TO REMAIN IN PLACE)] 576.61'STA 1489+49.37PROP 1-32.35' RTPROP 1-17.35' RTPROP 1-20.75' RTPROP 1-23.85' RTEXIST 4-24" RCPCULVERT C-18

(TO REMAIN IN PLACE)] 570.47'STA 1496+03.08EXIST 2-42" RCPCULVERT C-19

(TO REMAIN IN PLACE)] 566.14'STA 1503+42.45PROP 1-10'x24.3' RTEXIST 1-10'x5'SBCCULVERT C-20

(PROP TBD)] 582.06'STA 1449+36.50EXIST 3-7'x4'MBCCULVERT BC-15

589.62

590.44

591.26

592.08

592.91

593.73

594.55

595.37

596.19

597.01

597.83

598.66

599.26

599.13

598.78

598.43

598.08

597.73

597.38

597.03

596.68

596.33

595.98

595.63

595.28

594.93

594.58

594.23

593.88

593.53

593.18

592.83

592.48

592.13

591.78

591.43

591.08

590.73

590.38

590.03

589.68

589.33

588.98

588.63

588.28

587.93

587.58

587.23

586.88

586.53

586.18

585.83

585.48

585.13

584.78

584.43

584.08

583.73

583.38

583.03

582.68

582.33

581.98

581.63

581.28

580.93

580.58

580.23

579.88

579.53

579.18

578.83

578.48

578.13

577.78

577.43

577.08

576.73

576.38

576.03

575.68

575.33

574.98

574.63

574.41

574.63

574.98

575.34

575.69

576.05

576.40

576.75

577.11

577.46

1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 1510+00

589.5

590.3

590.9

591.0

590.9

590.8

591.8

594.0

595.4

596.4

597.0

597.5

597.5

597.5

597.1

596.9

596.5

595.7

594.6

592.8

591.2

589.7

588.7

588.4

588.4

587.8

586.9

585.6

585.3

584.8

584.2

584.9

586.2

587.1

586.7

586.1

586.9

588.4

588.2

587.8

587.3

586.7

586.0

585.4

584.9

584.4

584.1

584.0

583.8

583.3

583.2

583.4

583.9

584.0

584.2

584.1

583.7

583.4

583.0

582.7

582.4

582.2

581.9

581.7

581.4

581.3

581.1

581.2

581.0

581.0

580.3

579.8

579.2

578.8

578.1

577.7

577.3

576.8

576.4

576.0

575.7

575.4

575.2

575.2

575.2

575.5

575.4

575.3

575.7

575.9

576.1

576.5

577.2

577.3

520

530

540

550

560

570

580

590

600

610

520

530

540

550

560

570

580

590

600

610

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

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

2931CL14 1443+19.04 7138984.44 2439238.84 33.50 1680.00 3.41 505.6 982.23 18.10 968.3 1438+13.44 1447+95.67 S 1.35 W S 34.85 W

2931CL15 1458+78.03 7137681.24 2438331.48 33.93 1680.00 3.41 512.56 994.99 17.88 980.51 1453+65.47 1463+60.46 S 34.85 W S 0.91 W

SUPER TRANSITIONS

RIGHT SIDE LEFT SIDE

1422+85.00 5.0% 1422+85.00 -5.0%

1425+98.00 -2.0% 1424+18.00 -2.0%

1437+35.00 -2.0% 1435+55.00 -2.0%

1438+32.00 -4.2% 1438+32.00 4.2%

1447+17.00 -4.2% 1447+17.00 4.2%

1448+14.00 -2.0% 1449+94.00 -2.0%

1451+07.00 -2.0% 1452+87.00 -2.0%

1453+84.00 4.2% 1453+84.00 -4.2%

1463+41.00 4.2% 1463+41.00 -4.2%

1466+18.00 -2.0% 1464+38.00 -2.0%

ROLL 3 OF 4 ROLL 3 OF 4

@ PGLEXIST GROUND

@ PGLEXIST GROUND

PR

OP

EL

EV

EXI

ST

EL

EV

STA 1514+73.27

CSJ: 2979-01-011

END PROJECT

2.0

%

2.0

%

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

%

-4.2

%4.2

%

2.0

% 2.0

%

4.2

%

2.0

%

2.0

%

4.2

%

2.0

%

4.2

%

5.0

%

4.2

%

2.0

%

4.2

%

4.2

%

OA

KS R

D.

CH

ER

OK

EE

LA

KE

VIE

W D

R

MA

TC

H

LI

NE

ST

A 1464

+00

MA

TC

H

LI

NE S

TA 1421+00

MA

TC

H

LI

NE

ST

A 1464

+00

EXIST 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.

FIS

HT

RA

P R

D. SCHOOL

ELEMENTARY

PROVIDENCE

PROP 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.

EXIST R.O.W.

[ FM 2931

[ FM 2931

CIRCLE K

PROP R.O.W.

PROP R.O.W.

2931CL13

2931CL14

2931CL15

LIB

ER

TY R

D.

GAIL L

N.

LE

XIN

GT

ON D

R.

CO

D B

LV

D.

CA

PE

SCHOOL

ELEMENTARY

PROVIDENCE

CIRCLE K

APARTMENTS

THE LANDING

APARTMENTS

THE LANDING

OA

KS R

D.

CH

ER

OK

EE

CORRAL

KID'S

39'

39'9

6'

50'

39'

96'

50'

39'

96'

39'

51'

96'3

9'

96'

51'

39'

39'

96'

39'

51'

96'

39'9

6' 51'

51'96' 3

9'

260

262

263 264

266

265

268

261

273

286

287

288

289

290

271

272

274

275

276

277

278

279

280

281

282

283

284

285

270269

293

291

294

295

296

297

298

299

300

301

302

303

304

307

292 305 306

314315

313

311308

309 310 312259

249

250

251

252

253

254

258

257

256

255

244

245

246

247

248

238

239 240

241

267

N

[ FM 2931 STA 1514+25.25

END CONSTRUCTION

STA 1514+73.27

CSJ: 2979-01-011

END PROJECT

(PROP TBD)

STA 1449+36.50

EXIST 3-7'x4' MBC

CULVERT BC-15

(TO REMAIN IN PLACE)

STA 1470+52.67

PROP 1-48"x17.4' RT

EXIST 1-48" RCP

CULVERT C-16

STA 1473+89.52

PROP 1-6'x3'x107'SBC

EXIST 3-24" CMP

CULVERT C-17

STA 1489+49.37

PROP 1-32.35' RT

PROP 1-17.35' RT

PROP 1-20.75' RT

PROP 1-23.85' RT

EXIST 4-24" RCP

CULVERT C-18

(TO REMAIN IN PLACE)

STA 1496+03.08

EXIST 2-42" RCP

CULVERT C-19

(TO REMAIN IN PLACE)

STA 1503+42.45

PROP 1-10'x5'x24.3' RT

EXIST 1-10'x5'

CULVERT C-20

E U

NIV

ER

SIT

Y D

R.

CORRAL

KID'S

2931

FARM

ROAD

2931

FARM

ROAD

2931

FARM

ROAD

803

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

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