NOCODE 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 844-288-7240 PETROLEUMONEOK UTI LI TYSI GN 254-559-7856 NATURALGASHANLON UTI LI TYSI GN 254-559-7856 NATURALGASHANLON UTI LI TYSI GN W/ METER PP STEELPOLE W/ METER PP CONCRETEPOLE ELECTRI CBOX 1 -800-753-5531 WESTTEXASGULF PETROLEUMPI PELI NE UTI LI TYSI GN 1 -800-753-5531 WESTTEXASGULF PETROLEUMPI PELI NE UTI LI TYSI GN ELECTRI CPANEL ELECTRI CPANEL TRANSFORMER FOCVAULT FOCVAULT FOCVAULT UTI LI TYSI GNFOCATT81 1 FOCVAULT BURI EDTELEPHONEEXI TSR. O. W.ONTOPRI VATEPROPERTY UTI LI TY UNKNOWN T-POST YELLOWPAI NTED PP CONCRETEW/ METER TXDOTCCTVCAMERATOWER TXDOTCCTVCAMERATOWER 26" PI PELI NE 24" PI PELI NE 26" PIPELINE 24" PIPELINE 14" PIPELINE 8"PI PEL I NE 14" PIPELINE 8"PI PEL I NE 1 4"PI PEL I NE 14"PI PELI NE POT St a . 17 9 4 +7 0 . 0 0 1795 + 00 1800 + 00 1805 + 00 181 0 + 00 1815 + 00 18 2 0 + 0 0 1 8 2 5 + 00 18 3 0 + 0 0 1835 + 00 18 40 + 00 1 8 45 + 00 1850 + 00 1855 + 00 PC St a . 1856 +43 . 88 18 60 + 0 0 PT St a . 1861 +55 . 06 1865 + 00 1 870 + 00 18 7 5 + 0 0 PC St a . 1877 +67 . 01 18 8 0 + 0 0 1885 + 00 1 890 + 00 1 895 + 0 0 1 90 0 + 00 1 90 5 + 00 1 9 1 0 + 00 PT St a . 1 91 0 +1 7 . 4 0 191 5 + 00 PC St a . 1 9 19 +5 0 . 5 1 19 2 0 + 0 0 1925 + 0 0 1 9 30 + 00 1935 + 00 19 40 + 0 0 1945 + 00 1950 + 00 PT St a . 1 9 5 4 +6 5 . 8 9 1955 + 00 196 0 + 0 0 1965 + 0 0 1 97 0 + 0 0 PC St a . 197 2 +1 8 . 9 9 1 9 7 5 + 0 0 19 80 + 00 19 8 5 + 00 PT St a . 1986 +05 . 78 1 9 9 0 + 0 0 19 9 5 + 00 2 0 0 0 + 00 2 0 0 5 + 0 0 2 0 1 0 + 0 0 2 0 1 5 + 00 2 0 2 0 + 00 2 0 2 5 + 00 P.E. NUMBER P.E. NUMBER NAME NAME P.E. NUMBER P.E. NUMBER NAME NAME Prepared by or under the Direct Supervision of: FOR INTERIM REVIEW ONLY. NOT FOR PERMITTING, BIDDING OR CONSTRUCTION. PREPARED BY URS CORPORATION REGISTRATION NUMBER 3162: SRIKRISHNA PEAPULLY 84772 LOCATION MAP (NTS) R Texas Department of Transportation C 2015 by Texas Department of Transportation all rights reserved 214-741-7777 DALLAS, TEXAS 75207 SUITE 6000 1950 NORTH STEMMONS FREEWAY 214-741-7777 DALLAS, TEXAS 75207 SUITE 6000 1950 NORTH STEMMONS FREEWAY R Texas Department of Transportation C 2015 by Texas Department of Transportation all rights reserved Prepared by or under the Direct Supervision of: FOR INTERIM REVIEW ONLY. NOT FOR PERMITTING, BIDDING OR CONSTRUCTION. PREPARED BY URS CORPORATION TBPE NUMBER 3162: ELIAS RMEILI, P.E., DISTRICT ENGINEER DESIGN SCHEMATIC BROWNWOOD DISTRICT 8/25/2015 SCALE: 1"=100’ H, 1"=10’ V ELIAS RMEILI, P.E., DISTRICT ENGINEER DESIGN SCHEMATIC BROWNWOOD DISTRICT 8/25/2015 SCALE: 1"=100’ H, 1"=10’ V AN COMPANY R ANG E R 20 20 20 16 16 16 254 Rus s e ll C r e e k AN COMPANY Cr e e k Hagaman Lake Cr ee k Creek Nort h Fork Pal o Pi nt o Branch Neal Cr e e k Co l o ny Russ e l l Bear Creek Jenny Creek Brus h Creek Wes t Fork Pal o Pi nt o Creek So ut h Fo r k Pa l o Pi n t o Cr e e k Mi d d l e Br a nc h Rus h Creek S o ut h Fo r k Pal o Pi nt o J i m Rus h UP RR 20 254 571 254 101 717 2461 16 20 16 571 570 571 Cr e e k 1 . 0 AI RPORT MUNI CI PAL RANGER 3 . 2 1 . 1 2. 2 2. 0 5. 5 1 . 3 8. 0 2 . 4 POP 2, 803 2. 4 6. 7 5. 3 16. 1 RANGER 3. 6 0. 2 3.6 7.5 7.5 7.5 LENGTH: 3.09 MILES RURAL INTERSTATE FUNCTIONAL CLASSIFICATION: CSJ:0007-06-084 EASTLAND COUNTY, TEXAS LP 254 TO 0.50 MILE EAST OF SH 16 FROM APPROX. 3.5 MILES EAST OF IH 20 LENGTH: 3.09 MILES RURAL INTERSTATE FUNCTIONAL CLASSIFICATION: CSJ:0007-06-084 EASTLAND COUNTY, TEXAS LP 254 TO 0.50 MILE EAST OF SH 16 FROM APPROX. 3.5 MILES EAST OF IH 20 ON JUNE 10, 2015 TXDOT BROWNWO0D DISTRICT TRAFFIC VOLUMES PROVIDED BY NOTES: IRENE ALANIS 116808 IRENE ALANIS 116808 LEGEND: TRAFFIC DATA: 34700 - 2048 ADT 30600 - 2038 ADT 22400 - 2018 ADT DESIGN SPEEDS RAMPS 55 MPH IH20 FRONTAGE ROADS 50 MPH IH20 MAINLANES 75 MPH DIRECTION OF TRAFFIC PROPOSED ROW EXISTING ROW PROPERTY LINES ALTERNATIVE ALTERNATIVE 84772 SRIKRISHNA PEAPULLY CTB WBML 12’ 4’ WBML EBML WBML WBML EXISTING [ IH20 STATION 1856+60 TO STATION 1903+33 EXISTING [ IH20 STATION 1903+33 TO STATION 1961+50 EXISTING [ IH20 STATION 1717+09.33 TO STATION 1856+50 EXISTING IH20 4 : 1 U S UA L 4 : 1 U S UA L EXISTING TYPICAL SECTION [ 6 : 1 U S UA L 4 : 1 M AX [ 6 : 1 U S UA L 5 : 1 M A X 2.0% 6 : 1 U S UA L 5 : 1 M AX 2.0% EBML [ 6 : 1 U S UA L 3 : 1 M A X EXISTING TYPICAL SECTION EXISTING TYPICAL SECTION [ [ [ USUAL E X I S T I NG CR O SS S L O P E [ 2% 2% 4’ 12’ 12’ 10’ 46’ 38’ 42’ 38’ 10’ 12’ 40’ 12’ 6’ 8’ 12’ 8’ 10’ 12’ 6’ 8’ 40’ 12’ 8’ 10’ 8’ 10’ 12’ 12’ 12’ 12’ 12’ 10’ 8’ | FR PROPOSED FRONTAGE ROAD TYPICAL SECTION PROPOSED RAMP TYPICAL SECTION PROPOSED TYPICAL SECTION 6 : 1 U S UA L 2 % U S UA L 6 : 1 U S UA L 2 % U S UA L 2 % U S UA L 3 : 1 * FUTURE SHLDR ** SHLDR/FUTURE TRAVEL LANE ** * CEMENT STABILIZED BASE 6" CONC PAVMT (CRCP)(13") ASPH CONC PAV (TY C)(3") [ 8’ 12’ 12’ 12’ 12’ 10’ 12’ 59’ 12’ 10’ 12’ 16’ PGL PGL 8’ 8’ 41.5’ ZONE CLEAR U S UA L 6 : 1 2 % U S UA L 2 % U S UA L 3 : 1 12’ 12’ 10’ 12’ 59’ 12’ 10’ 12’ 16’ 8’ 8’ 41.5’ ZONE CLEAR U S UA L 6 : 1 6 : 1 U S UA L 3’ 3 : 1 16’ 6 : 1 U S UA L 3’ 3 : 1 16’ CEMENT STABILIZED BASE 6" CONC PAVMT (CRCP)(13") ASPH CONC PAV (TY C)(3") 8’ CEMENT STABILIZED BASE 6" CONC PAVMT (CRCP)(13") ASPH CONC PAV (TY C)(3") 6 : 1 6 : 1 2 % U S U A L 6’ 14’ 2’ PGL | RAMP 1407.25 + 0 . 501 % - 3 . 500 % - 3 . 500 % - 0 . 807 % 1089.75 VPC STA 1879+50.00 VPT STA 1892+50.00 VPC STA 1972+50.00 VPT STA 1979+50.00 - 3 . 500 % - 0 . 807 % EL = 1410.11 EL = 1390.62 EL = 1110.62 EL = 1095.55 L = 700.00’ K = 260 ex = 2.36’ EL = 1098.37’ VPI STA 1976+00.00 L = 1300.00’ K = 325 ex = -6.50’ EL = 1413.37’ VPI STA 1886+00.00 1407.86 1410.32 1408.21 1398.41 1381.87 1364.37 1346.87 1329.37 1311.87 1294.37 1276.87 1259.37 1241.87 1224.37 1206.87 1189.37 1171.87 1154.37 1136.87 1119.37 1103.07 1095.14 1091.11 1413.28 1417.13 1407.90 1387.55 1372.82 1360.38 1354.33 1338.99 1345.64 1340.48 1329.41 1265.35 1182.47 1163.06 1144.33 1133.68 1126.66 1117.26 1110.52 1102.42 1099.00 1093.70 1089.19 1875+00 1880+00 1885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00 1400 1350 1300 1250 1200 1150 1100 CURVE IH20J_12 PI 1979+12.75 N 6,865,278.4044 E 1,961,254.7874 R 17,400.00 Lc 1,386.79 T 693.76 CURVE IH20J_3 PI 1858+99.48 N 6,861,154.7822 E 1,950,278.6163 R 17,400.00 Lc 511.18 T 255.61 CURVE IH20J_6 PI 1894+37.24 N 6,861,762.3992 E 1,953,763.8365 R 5,729.58 Lc 3,250.39 T 1,670.23 CURVE IH20J_9 PI 1937+65.50 N 6,864,741.3234 E 1,957,026.9177 R 5,729.58 Lc 3,515.38 T 1,814.99 SCALE IN FEET 0’ 400’ 200’ W A L K E R W E S LE Y C H E S T NU T VAN C E BR AD LE Y E A R L T . E B AA I R ON I N C RANCH W I L D C ANYON T x DO T M I LL S M I C H A E L J OHN S ON DOUG L A S & C ELE S T E M I LL S M I C HA EL W E S LE Y W A L K E R F A M BR O J A M E S R . F A M BR O J A M E S R . F A M BR O R ANDA LL DAV I D F A M B R O L U T H E R W E S LE Y W A L K E R W E S LE Y W A L K E R R AN C H B A R F WE S T B OUND I H 20 E A S T B OUND I H 20 1 1 EXISTING BC EXISTING 4’X4’ BC EXISTING OUTFALL EXISTING BC EXISTING 5’X2’ BC EXISTING 4’X4’ BC EXISTING OUTFALL EXISTING BC SUNOCO PIPELINES ONCOR EXISTING BC [ IH20 ATT FOC LEVEL3 FOC ONCOR ATT TELEPHONE CURVE IH20J 3 CURVE IH20J 12 CURVE IH20J 9 CURVE IH20J 6 4’X2’ BC EXISTING @ [ IH20 EXISTING GROUND @ [ IH20 PROPOSED GROUND I H 2 0 F R ON T AG E R D I H 20 F R ON T AG E R D ELEVATION EXISTING ELEVATION PROPOSED