530 535 5 3 5 540 540 540 540 540 540 540 540 540 540 540 545 545 545 545 5 45 545 545 545 545 550 550 550 550 550 550 550 5 50 550 550 550 550 550 550 555 555 555 5 55 5 5 5 555 5 55 555 555 555 5 5 5 555 555 555 555 555 555 555 555 560 560 560 560 560 5 6 0 56 0 560 560 560 560 560 560 560 560 560 5 6 0 56 0 560 560 565 565 565 565 5 65 565 565 565 56 5 565 565 565 565 565 565 565 565 565 5 6 5 56 5 565 565 565 565 565 5 65 565 565 565 565 565 565 565 565 565 565 570 570 57 0 570 570 5 7 0 570 570 570 570 570 570 570 570 5 7 0 570 570 570 570 570 570 570 570 5 7 0 570 570 570 570 570 57 0 570 57 0 57 0 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570 575 575 5 7 5 575 575 575 575 575 575 575 575 5 75 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 57 5 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 575 5 75 57 5 575 575 575 575 575 575 575 575 575 575 575 575 575 575 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 5 80 580 580 5 8 0 5 80 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 580 5 80 580 580 580 580 580 580 580 580 580 580 58 0 580 580 5 85 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 590 5 9 5 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 1 35 6+04 . 4 6 136 0 + 00 1365+00 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 ll 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 McNAT T IKE BYROM STEWART FISH TRAP OAK GROVE LIBERTY LI BERT Y 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 POT T ERY 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 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 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
