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  • PART 3 OF 3 TEXAS DEPARTMENT OF …ftp.dot.state.tx.us/pub/txdot-info/sat/notices/071216-schematic-3.pdf · 1900 2100 500 600 700 legend 1000 - 2019 adt 1000 - 2039 adt 1500 2100
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LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 1 OF 4 SL 337 SL 337 EXISTING CONDITION RIVER RD RIVER RD 2000 2800 3200 9800 13700 15500 900 1200 1400 1000 1400 1600 1100 1600 1800 1000 1400 1600 500 600 700 600 800 900 1100 1600 1800 600 800 900 1600 2200 2500 9800 13700 15500 10200 14400 16200 1600 2200 2500 1000 1400 1600 700 1000 1100 600 800 900 500 600 700 1100 1600 1800 1200 1800 2000 900 1200 1400 600 800 900 10200 14400 16200 1800 2600 2900 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 2 OF 4 ROCK ST. SL 337 EXISTING CONDITION 1100 1600 1800 1000 1400 1600 1800 2500 2800 10000 14000 15900 10500 14900 16800 1500 2100 2300 1100 1600 1800 900 1300 1400 600 800 900 1400 1900 2100 1500 2100 2300 900 1300 1400 800 1100 1200 800 1100 1200 1000 - 2049 ADT SL 337 1800 2600 2900 10000 14000 15900 1200 1800 2000 600 800 900 1400 1900 2100 500 600 700 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1500 2100 2300 600 800 900 600 750 900 9700 13800 15500 9700 13800 15500 800 1100 1300 2000 2800 3200 100 150 200 500 600 700 1400 1900 2100 200 300 400 700 1000 1100 GRUENE ROAD 1100 1200 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 3 OF 4 SL 337 SL 337 SL 337 SL 337 RIVER TERRACE HANZ DR. 100 100 50 100 100 50 11750 16500 18700 11750 16500 18700 100 100 50 50 100 100 100 150 200 100 150 200 200 150 100 100 100 50 100 100 50 100 150 200 11600 16450 18500 11600 16450 18500 100 150 200 100 150 200 1200 1100 800 1400 1250 900 400 300 200 11000 15500 17600 11000 15500 17600 100 150 200 100 150 200 1200 1100 800 1200 1100 800 100 150 200 11600 16450 18500 11600 16450 18500 100 150 200 200 300 400 900 1250 1400 800 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 4 OF 4 SL 337 SL 337 SL 337 SL 337 RIVERCREST DR. 200 150 200 150 11300 15850 17900 200 150 200 100 150 200 100 150 200 200 150 100 200 200 150 100 150 200 11900 16800 19000 11900 16800 19000 100 150 200 100 150 200 200 200 750 400 11200 15700 17700 11300 15900 17850 200 300 400 200 300 400 11800 16650 18800 11700 16500 18600 300 500 550 300 500 550 300 550 100 100 100 11300 15850 17900 100 150 100 100 100 150 HILLCREST DR. 400 300 400 300 300 500 550 500 200 150 650 200 150 100 400 300 200 SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 1 OF 4 SL 337 SL 337 PROPOSED CONDITION RIVER RD RIVER RD 2000 2800 3200 9800 13700 15500 900 1200 1400 1000 1400 1600 1100 1600 1800 1000 1400 1600 500 600 700 600 800 900 1100 1600 1800 600 800 900 1600 2200 2500 9800 13700 15500 10200 14400 16200 1600 2200 2500 1000 1400 1600 700 1000 1100 600 800 900 500 600 700 1100 1600 1800 1200 1800 2000 900 1200 1400 600 800 900 10200 14400 16200 1800 2600 2900 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 2 OF 4 ROCK ST. SL 337 PROPOSED CONDITION 1100 1600 1800 1000 1400 1600 1800 2500 2800 10000 14000 15900 10500 14900 16800 1500 2100 2300 1100 1600 1800 900 1300 1400 600 800 900 1400 1900 2100 1500 2100 2300 900 1300 1400 800 1100 1200 800 1100 1200 1000 - 2049 ADT SL 337 1800 2600 2900 10000 14000 15900 1200 1800 2000 600 800 900 1400 1900 2100 500 600 700 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1500 2100 2300 600 800 900 600 750 900 9700 13800 15500 9700 13800 15500 800 1100 1300 2000 2800 3200 100 150 200 500 600 700 1400 1900 2100 200 300 400 700 1000 1100 GRUENE ROAD LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 3 OF 4 SL 337 SL 337 SL 337 SL 337 RIVER TERRACE HANZ DR. 100 100 50 100 100 50 11750 16500 18700 12750 17950 20300 100 100 50 50 100 100 100 150 200 200 150 100 1550 100 100 50 100 150 200 11600 16450 18500 12600 17900 20100 100 150 200 100 150 200 2700 2400 1700 11100 15650 17700 11100 15650 17700 300 500 550 12400 17550 19750 12400 17550 19750 300 500 550 1700 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 15, 2014 SHEET 4 OF 4 SL 337 SL 337 SL 337 SL 337 RIVERCREST DR. 200 150 200 150 11300 15850 17900 200 150 200 100 150 200 1100 1600 1800 200 150 100 200 100 150 200 12900 18250 20600 11900 16800 19000 100 150 200 100 150 200 200 200 750 400 11200 15700 17700 11300 15900 17850 200 300 400 200 300 400 11800 16650 18800 11700 16500 18600 300 500 550 300 500 550 300 550 100 100 100 12300 17350 19500 100 150 100 1100 100 150 HILLCREST DR. 400 300 400 300 300 500 550 500 200 150 650 200 150 100 400 300 200 SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY EXISTING CONDITION EXISTING CONDITION PROPOSED CONDITION PROPOSED CONDITION 1100 1600 1800 1700 1050 2700 2400 1800 1600 1300 1850 2000 500 700 800 7000 10600 11700 9300 14000 15550 1100 1600 1800 400 550 600 500 700 800 5600 8500 9400 8700 13050 14450 400 550 600 6300 9550 10600 7900 11900 13250 2600 3900 11350 2500 3750 4150 9800 14700 16350 700 1100 1200 700 1100 1200 10500 15800 17600 1500 2300 2500 700 1100 1200 11200 16900 18700 10200 15300 17000 700 1000 1100 600 900 1000 500 700 800 10500 15800 17600 1500 2300 2500 400 550 600 700 1100 1200 600 900 1000 1600 2500 2700 800 1200 1300 10600 15900 17700 900 1400 1500 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT S. RUECKLE ROAD I-35 SAN ANTONIO ROAD 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 1 OF 4 10700 16250 18000 10250 15500 17200 250 350 400 700 1100 1200 850 1300 1400 250 350 400 250 350 400 700 1100 1200 10150 15300 17000 10150 15300 17000 10250 15500 17200 10100 15300 17000 250 350 400 400 550 600 500 700 800 250 350 400 250 350 400 400 550 600 9900 14950 16600 9900 14950 16600 50 100 150 50 100 150 10200 15400 17050 10200 15400 17050 50 100 150 50 100 150 50 100 150 50 100 150 10400 15650 17400 10400 15650 17400 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 2 OF 4 SL 337 SL 337 RIDGE HILL DRIVE LP 337 ACCESS ROAD STONE CROSSING M AT CH L I NE ( A) M AT CH L I NE ( A) M AT CH L I NE ( B) LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 3 OF 4 M AT CH L I NE ( C) SL 337 SL 337 SH 46 N. WALNUT AVE M AT CH L I NE ( B) 500 700 800 7400 11100 12300 3750 5650 6300 3900 5850 6500 400 550 600 2050 3100 3400 10900 16400 18200 4700 7100 7900 5300 8000 8900 5300 8000 8900 7250 10900 12100 4700 7100 7900 4300 6550 7300 4450 6750 7500 10750 16200 18000 3750 5650 6300 250 350 400 400 550 600 3900 5850 6500 5800 8750 9700 5300 8000 8900 5300 8000 8900 5800 8750 9700 1900 2900 3200 INDEPENDENCE DRIVE 3750 5650 6300 2050 3100 3400 950 1450 1600 5300 8050 8900 500 700 800 500 700 800 ACCESS ROAD 600 900 1000 500 700 800 9500 14400 16000 9500 14400 16000 750 1100 1200 600 900 1000 600 900 1000 750 1100 1200 10150 15300 17000 10000 15100 16800 OAK RUN PKWY 11100 16750 18600 10750 16200 18000 250 350 400 600 900 1000 600 900 1000 250 350 400 250 350 400 600 900 1000 10500 15850 17600 10500 15850 17600 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 4 OF 4 SL 337 SL 337 CALIFORNIA BLVD. M AT CH L I NE ( C) 10250 15500 17200 10150 15350 17000 400 550 600 500 700 800 600 900 1000 400 550 600 400 550 600 500 700 800 9700 14600 16200 9700 14600 16200 10750 16200 18000 10250 15500 17200 700 1100 1200 1200 1800 2000 1300 2000 2200 850 1300 1400 700 1100 1200 1200 1800 2000 9450 14200 15800 9450 14200 15800 CASTLEWOOD DRIVE OAKWOOD BLVD. EXISTING CONDITION EXISTING CONDITION EXISTING CONDITION EXISTING CONDITION SL 337 SL 337 SL 337 7900 11900 13250 5600 8500 9400 I-35 ALTGELT ROAD 1300 1850 2000 500 700 800 7000 10600 11700 9300 14000 15550 1100 1600 1800 400 550 600 500 700 800 5600 8500 9400 8700 13050 14450 400 550 600 6300 9550 10600 7900 11900 13250 2600 3900 11350 2500 3750 4150 9800 14700 16350 700 1100 1200 700 1100 1200 10500 15800 17600 1500 2300 2500 700 1100 1200 11200 16900 18700 10200 15300 17000 700 1000 1100 600 900 1000 500 700 800 10500 15800 17600 1500 2300 2500 400 550 600 700 1100 1200 600 900 1000 1600 2500 2700 800 1200 1300 10600 15900 17700 900 1400 1500 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT S. RUECKLE ROAD I-35 SAN ANTONIO ROAD 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 1 OF 4 M AT CH L I NE ( A) SL 337 SL 337 7900 11900 13250 5600 8500 9400 I-35 ALTGELT ROAD PROPOSED CONDITION LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 2 OF 4 SL 337 RIDGE HILL DRIVE LP 337 ACCESS ROAD STONE CROSSING M AT CH L I NE ( A) M AT CH L I NE ( B) OAK RUN PKWY PROPOSED CONDITION 10300 15600 17350 750 1200 1350 10750 16350 18150 300 450 550 50 100 150 250 350 400 800 1300 1400 10150 15400 17150 50 100 150 10150 15400 17150 250 350 400 700 1100 1200 10200 15450 17150 100 150 200 100 150 200 SL 337 10750 16200 18000 400 650 750 10300 15600 17350 850 1250 1400 50 100 150 250 350 400 500 700 800 9900 15050 16750 600 900 1000 10450 15850 17600 300 350 400 350 550 600 9550 14400 16000 1200 1800 2000 1200 1800 2000 SL 337 LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 3 OF 4 M AT CH L I NE ( C) SL 337 SL 337 SH 46 N. WALNUT AVE M AT CH L I NE ( B) 500 700 800 7400 11100 12300 4500 6750 7500 3900 5850 6500 1150 1650 1800 2800 4200 4600 10900 16400 18200 5450 8200 9100 5300 8000 8900 5300 8000 8900 7250 10900 12100 5450 8200 9100 5050 7650 8500 4450 6750 7500 10750 16200 18000 3750 5650 6300 250 350 400 400 550 600 3900 5850 6500 5800 8750 9700 5300 8000 8900 5300 8000 8900 5800 8750 9700 1900 2900 3200 INDEPENDENCE DRIVE 4500 6750 7500 2050 3100 3400 950 1450 1600 5300 8050 8900 500 700 800 500 700 800 ACCESS ROAD PROPOSED CONDITION LEGEND 1000 - 2019 ADT 1000 - 2039 ADT 1000 - 2049 ADT 2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION OCTOBER 30, 2014 SHEET 4 OF 4 CALIFORNIA BLVD. M AT CH L I NE ( C) CASTLEWOOD DRIVE OAKWOOD BLVD. PROPOSED CONDITION SL 337 11350 17150 19000 700 1050 1200 11100 16750 18600 950 1450 1600 100 150 200 250 350 400 600 900 1000 10500 15850 17600 700 1100 1200 11100 16800 18600 250 350 400 600 900 1000 SL 337 10250 15350 17000 1600 2500 2800 11350 17150 19000 500 700 800 1200 1800 2000 400 5500 600 600 900 1000 10750 16250 18000 100 150 200 9650 14600 16200 400 550 600 500 700 800 2050 3100 3400 2050 3100 3400 9300 14050 15600 SHLD. 24' SHLD. SHLD. 24' SHLD. SHLD. 24' SHLD. SHLD. 24' SHLD. SHLD. 24' SHLD. 220' USUAL 48' 8' 8' 220' USUAL 42' USUAL 99' R O W C / L L OO P 337 E X I S T I N G 48' 8' 8' 220' USUAL 42' USUAL 48' 4' 41' USUAL SHLD. 24' R O W C / L L OO P 337 E X I S T I N G 10' D L H S 2% 2% Vetical Control Horizontal & 2% 2% Vetical Control Horizontal & Vetical Control Horizontal & HILLCREST TO ROCK STREET+/- PROPOSED TYPICAL SECTION 4' D L H S 27' 5' 1' 6' Vetical Control Horizontal & 2% 2% 2% Vetical Control Horizontal & 2% ROCK STREET+/- TO RIVER RD. PROPOSED TYPICAL SECTION E X I S T . R. O . W . E X I S T . R. O . W . E X I S T . R. O . W . E X I S T . R. O . W . E X I S T . R. O . W . E X I S T . R. O . W . HILLCREST TO NORTH OF SAN ANTONIO STREET EXISTING LOOP 337 48' 8' 8' 220' USUAL 42' USUAL R O W C / L L O O P 337 E X I S T I NG 2% 2% Vetical Control Horizontal & E X I S T . R. O . W . E X I S T . R. O . W . HILLCREST TO NORTH OF SAN ANTONIO STREET EXISTING LOOP 337 14' 12' 12' 11' 4' D L H S 12' 12' 11' 4' D L H S 5' K L W D S C L 48' 8' 8' 220' USUAL 42' USUAL 58' 4' 31' USUAL SHLD. 24' R O W C / L L OO P 337 E X I S T I N G 10' D L H S 2% 2% Vetical Control Horizontal & Vetical Control Horizontal & 2% E X I S T . R. O . W . E X I S T . R. O . W . RIVER ROAD+/- TO SH 46 PROPOSED TYPICAL SECTION 48' 8' 8' 220' USUAL 42' USUAL 48' 4' 41' USUAL SHLD. 24' R O W C / L L OO P 337 E X I S T I N G 10' D L H S 2% 2% Vetical Control Horizontal & Vetical Control Horizontal & 2% E X I S T . R. O . W . E X I S T . R. O . W . SH 46 TO NORTH OF SAN ANTONIO ST. PROPOSED TYPICAL SECTION K L W D S K L W D S K L W D S 5'* 5'* From Rivercrest Dr. to River Terrace *Proposed Sidewalk From Rivercrest Dr. to River Terrace *Proposed Sidewalk K L W D S 5'* P A C I F I C R A I LR O A D PACI FI C RAI LROAD UNI ON UN I ON P A C I F I C R A I LR OAD UNI O N U P RR Park Park Cem Cr e e k C r e e k Co m a l Dr y C O MA L H E B Park P a n t h e r C a n yo n Comal Camp Pk Pk Pk Prince Solms Park Park Fair Cypress Bend Park Cem Comal Cem Hidalgo Cem Park Lamar Bli e de r s Cr RIVER St Peter & Paul Our Lady RI VER Cemetery Cemetery Town Hortown Golf Course Park Landa 3 . 0 0 . 9 1 . 7 0 . 4 2 . 1 1 . 4 2 . 3 1 . 4 5 . 1 0 . 2 0 . 2 0 . 9 0 . 9 1 . 0 1 . 1 1 . 1 1 . 1 0 . 1 1 . 3 NEW BR AUN F EL S Pop 27,334 GRUENE C B46 725 46 46 46 35 46 35 482 35 1044 H B35 337 46 337 MA RQUE TTE G LE N CROW N OAK RI DGE HUNTE RS C REE K OAK R U N WA L D WA L D RUE KLE GODE S CHMI DT BE CKE R S OU T HL AND L OMA VI S TA MORNI NGS I DE S UNS E T V I S T A A LL I S ON K R A F T D E V I N ROLL I NG VALL E Y DAI S Y OLE ANDE R O L D MA R I ON L ARKSPUR MARI GOL D I RI S H E A T H E R HOL L Y HOCK DAFF ODI L NA R C I SS U S ME S QUI TE GA R D E N I A S UMAC WEE D W AL NUT W ATE R P E C A N Mc GAUGH ROS E DALE W ATE R KRUGE R W E S T E ND BE RGF EL D S AN A NT ONI O KA T Y WA L L A C E L ONE S TAR HI DA L GO G R A P E P E A C H P L U M PL UM ORANGE S E I DE L S MI CHI GAN KATY MI L L HACK B E RRY BRI DGE ME S QUI T E CHE S T NUT S Y CAMORE WI LL OW WI LL OW A V E A E I KEL CROSS LEE S TONE W AL L J ACKS ON COL L WAL NUT HI CK ORY S AN ANTONI O MAGNOL I A SPUR H I LL V I E W Mc KI NLE Y BUTCHE R MARGUE RI TE GUE NT HE R F E RG US ON C LE ME NS HE RRY BAVARI AN CREE K Mc GAR W AL NUT C E DA R E L M F OX S P RI NG HI L L R UN L ORI MADE L I N L AN D A TI MBE R V I E W VA LLE Y TW I N OAK S I E RR A L O MA MI R A L A ME S A MI S S I ON E NCI NO RI DGE K E R L I C K E V E R G R EE N TI MBE R L AURAL MO S S ROL L R O Y A L CRE S T MI S S I ON W OOD WO OD P R I N C E HO WA R D CL E ARF I E L D BE VE RL Y L AURAL F L ORI AL S T A R CR E S T L OCKNE R ROS E MARY F R E D E R I C K S B U R G PATI O C AN YO N KE NTUCKY DE E R TROT OAK GRANDVI E W PE NNS Y L VANI A MOON GL OW N E W YO R K W OODL AND B E LL VI E W PARK OHI O L OU I S I ANA OK L AHOMA T E XA S CAL I F ORNI A OAKW OOD S ADDLE ACORN OAKTREE MARY MONT T A NG L E WOOD T A NG LE WOOD E L MWOOD L AKE VI E W TE RR COLE AL L E N L I BE RT Y UNI ON HOUS T ON E DGE W ATE R DALL AS EL I ZABET H R O T H E A C ADE MY C E DA R I N SP I R A T I ON E L L I O T KNOX L ANDA WA L N U T L AKE VI E W CI R KAT Y OAK RUN RI DGE DI XI E NO R T HV I E W NORT H P ARK CRE S T S UNRI S E B EL MON T BR I A RB E N D S UN S HADO W H I D E - L A Z Y TRAI L S A WAY R E D B UD HONE Y R O S A MEL ODY S UCKL E W I S TE RI A MOSS ROS E P A R K S KU C H LE R S WAN ORI OL E E AS TL AND E AS TL AW N MADRI D GRANADA S ANT I AGO BARCE L ONA VALE NCI A S E VI LLE R I O L AKE F RONT DUNL AP DUNL AP DR L P RI VE RBANK RI VE R ROCK RI VE R RUNNI NG L AKE F RONT HI LL RI VE R CADDELL ME ADOW POS T RI CHTE R GRUE NE GRUE NE G LE NB ROOK E I CHE N RHI NE L OREL I E COL OGNE ANHALT RHI NE CHURCHI L L RI VE RS I DE K I R K - WOOD F RAUS TW OOD BROADW AY RUS K ME Y E R PI NE PORTE R Mc KE NNA RI DGE W OOD W RI GHT HOLL Y HUI S ACHE MI S TLETOE T O WE R S . E . F E RN UNI CORN MAGAZI NE ACADE MY C A S TELL ME RR I WE A T H E R P E R R Y MA N GROOS I VY Mc QUEE NY C O U N T Y L I N E MAGA Z I NE S ANGE R F AU S T K E SS LE R NA C OGDO C H E S EL M HI L L J AHN COLL L I NCOL N GARDE N ZI NK BRI DGE MA R K ET MI LL MA R K E T S AN ANTONI O C OMA L NAPOL E ON TOLLE G I L B E R T S E GU I N F A U S T HAMPE S I MON L I NDE I ME R S A MU E L COMA R U T H C OMANC HE S E A LE R I V E R MA T H E R B A ZE L HOUS TON CE NTRAL VE RAME NDI GRANT GRANT L ABOR D I T T L I NG E R S OU T H C O MMON MA I N L I BE RTY UNI ON W AS HI NGTON VE RAME NDI C O MME R C E C A MP N O R T H E AS T CE NTRAL GARZA AUS TI N TORRE Y L I BE RTY MULL BE RRY GUADAL UPE TORRE Y J OS E PHI NE AL BE RT AME RI CAN S L E E PY HOLL OW BOOKE R GRUE NE GRUE NE L OOP F E RR Y R I V E RCR E S T HI LL CR E S T F I EL D CR E S T R I V E R A CR E S C OMMON F AI R MOON CR E S T HANZ B R ANC H AMY DE NI S E PAM S H A NN ON A Z A LE A P O PP Y C A R NA T I ON T U L I P S U MME R WOOD BUTTE RCUP KE L L Y AGARI TY GROVE MOCKI NGBI RD ROBI NHOOD OAK L AW N DE W BE RRY ROCK E W EL I NG R OC K CLE ARW ATE R RAPI DS KNI GHT S U NNY BR OO K CRY S TAL CY PRE SS RAPI DS RI VE R RD F RE I HE I T S E GUI N R O AD HW Y S T MA R Y RI O VE RDE BL UE BONNET G U A D A CR E S T L AHN B L U FF - S I D E C A R D I N A L TI MBE R L I V E OAK L I V E OAK OAK L I VE E NC I NO W OOD CAS TL E - B RI A WOOD OHI O KL I NGE MANN VI E W L AKE - S KYVI E W MI S TY ACRE S VALE RE O OAS I S VI E W PARK N T R AD E C E N T E R KOW AL D CHI LL UR CH V A L C L A R A S A NT A VE NTURA T U MB LE - S T A R NO R T H ROS E W OOD G R EE N B R A U N F E L S E R V E N D B E R G B35 H 337 TEXAS DEPARTMENT OF TRANSPORTATION SCHEMATIC LAYOUT OFFICE OF THE DISTRICT ENGINEER SAN ANTONIO, TEXAS Not To Scale LOCATION MAP CORRECT: DIRECTOR TRANSPORTATION PLANNING CORRECT: PLANNING AND DEVELOPMENT DIRECTOR OF TRANSPORTATION RECOMMENDED FOR APPROVAL: DISTRICT ENGINEER R CONCURRENCE BY DESIGN DIVISION CONCURRENCE BY F.H.W.A. 1" =10' Vertical Scale: 1" = 100' Horizontal LOOP 337 - COMAL COUNTY (SH 46, SOUTHERLY TO IH 35~ LENGTH 2.997 MILES) CONTROL; 0216 SECTION: 01 JOB: 036 (RIVER ROAD TO SH 46~LENGTH 2.230 MILES) CONTROL: 0216 SECTION: 01 JOB: 055 (RIVER ROAD TO HILLCREST DRIVE ~ LENGTH 1.431 MILES) CONTROL: 0216 SECTION: 01 JOB: 054 FUNCTIONAL CLASS: PRINCIPAL ARTERIAL PROPOSED CONNECTION= 30 MPH PROPOSED RAMPS = 50 MPH PROPOSED FRONTAGE ROAD = 40 MPH DESIGN SPEED: PROPOSED MAINLANES = 55 MPH PART 3 OF 3 (Proposed Condition) Loop 337 Traffic Projections (Existing Condition) Loop 337 Traffic Projections P a r t 1 P a r t 2 P a r t 3 , 2016 , 2016 , 2016 (512)416-2055; all rights reserved C 2016 by Texas Department of Transportation;

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Page 1: PART 3 OF 3 TEXAS DEPARTMENT OF …ftp.dot.state.tx.us/pub/txdot-info/sat/notices/071216-schematic-3.pdf · 1900 2100 500 600 700 legend 1000 - 2019 adt 1000 - 2039 adt 1500 2100

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2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 15, 2014SHEET 1 OF 4

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900

14

00

19

00

210

0

15

00

210

0

2300

900

1300

1400

800

1100

1200

800

1100

1200

1000 - 2049 ADT

SL 337

1800

2600

2900

10000

14000

15900

1200

1800

2000

600

800

900

1400

1900

2100 500

600

700

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

15

00

210

0

2300

600

800

900

600

750

900

9700

13800

15500

9700

13800

15500

800

1100

1300

2000

2800

3200 100

150

200

500

600

700 1400

1900

2100

200

300

400

700

10

00

1100

GRUENE ROAD

1100

1200

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 15, 2014SHEET 3 OF 4

SL 337SL 337SL 337SL 337

RIVER TERRACE HANZ DR.

100

100

50

10

0

10

0

50

11750

16500

18700

11750

16500

18700

100

100

50

50

10

0

10

0 100

150

200

100

150

200

200

150

10

0

100

100

50

100

100

50

100

150

200

11600

16450

18500

11600

16450

18500

100

15

0

200

100

150

200

1200

1100

800

14

00

12

50

900

400

300

200

11000

15500

17600

11000

15500

17600

100

150

200

100

150

200

1200

1100

800

1200

1100

800

100

150

200

11600

16450

18500

11600

16450

18500 100

150

200

200

300

400

900

12

50

14

00

800

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 15, 2014SHEET 4 OF 4

SL 337SL 337SL 337SL 337

RIVERCREST DR.

200

150

200

15

0

11300

15850

17900

200

150

200

100

150

200

100

150

200

200

15

0

100

200 200

150

100

150

200

11900

16800

19000

11900

16800

19000

100

15

0

200

100

150

200

200

200

750

400

11200

15700

17700

11300

15900

17850

200

300

400

200

300

400

11800

16650

18800

11700

16500

18600 300

500

550

300

500

550

300

550

100 100

10

0

11300

15850

17900 100

150

100 100

100

15

0

HILLCREST DR.

400

300

400

300

300

500

550

500

200

150

650

200

150

100

400

300

200

SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY

SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY

SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY

SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 15, 2014SHEET 1 OF 4

SL 337 SL 337

PROPOSED CONDITION

RIVER RD

RIVER RD

2000

2800

3200

9800

13700

15500

900

1200

1400

10

00

14

00

16

00

1100

1600

1800

1000

1400

1600

500

600

700

600

800

900

1100

1600

1800

600

800

900

1600

2200

2500

9800

13700

15500

10200

14400

16200

1600

2200

2500

10

00

14

00

16

00

700

1000

1100

600

800

900

500

600

700

1100

1600

1800

1200

1800

2000

900

12

00

14

00

600

800

900

10200

14400

16200

1800

2600

2900

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 15, 2014 SHEET 2 OF 4

ROCK ST.

SL 337

PROPOSED CONDITION

1100

1600

1800

1000

1400

1600

1800

2500

2800

10000

14000

15900

10500

14900

16800

1500

2100

2300

1100

16

00

18

00

900

1300

1400

600

800

900

14

00

19

00

210

0

15

00

210

0

2300

900

1300

1400

800

1100

1200

800

1100

1200

1000 - 2049 ADT

SL 337

1800

2600

2900

10000

14000

15900

1200

1800

2000

600

800

900

1400

1900

2100 500

600

700

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

15

00

210

0

2300

600

800

900

600

750

900

9700

13800

15500

9700

13800

15500

800

1100

1300

2000

2800

3200 100

150

200

500

600

700 1400

1900

2100

200

300

400

700

10

00

1100

GRUENE ROAD

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 15, 2014SHEET 3 OF 4

SL 337SL 337SL 337SL 337

RIVER TERRACE HANZ DR.

100

100

50

10

0

10

0

50

11750

16500

18700

12750

17950

20300

100

100

50

50

10

0

10

0 100

150

200

200

150

100 1550

100

100

50

100

150

200

11600

16450

18500

12600

17900

20100

100

150

200

100

150

200

2700

2400

1700

11100

15650

17700

11100

15650

17700

300

500

550

12400

17550

19750

12400

17550

19750 300

500

550

1700

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 15, 2014SHEET 4 OF 4

SL 337SL 337SL 337SL 337

RIVERCREST DR.

200

150

200

15

0

11300

15850

17900

200

150

200

100

150

200

1100

1600

1800

200

15

0

100

200

100

150

200

12900

18250

20600

11900

16800

19000

100

15

0

200

100

150

200

200

200

750

400

11200

15700

17700

11300

15900

17850

200

300

400

200

300

400

11800

16650

18800

11700

16500

18600 300

500

550

300

500

550

300

550

100 100

10

0

12300

17350

19500 100

150

100 1100

100

15

0

HILLCREST DR.

400

300

400

300

300

500

550

500

200

150

650

200

150

100

400

300

200

SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY

SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY

SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY

SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY

EXISTING CONDITION

EXISTING CONDITION

PROPOSED CONDITION

PROPOSED CONDITION

1100

1600

1800

1700

1050

2700

2400

1800

1600

1300

1850

2000

500

700

800

7000

10

600

11700

9300

14

000

15

550

1100

1600

1800

400

550

600

500

700

800

5600

8500

9400

8700

13050

14450

400

550

600

6300

9550

10600 7900

11900

13250

2600

3900

11350

2500

3750

415

0

9800

14

700

16

350

700

1100

12

00

700

1100

12

00

10

500

15

800

17

600

1500

2300

2500

700

1100

1200

11200

16900

18700

10200

15300

17000

700

1000

1100

600

900

1000

500

700

800

10500

15800

17600 1500

2300

2500

400

550

600

700

1100

12

00

600

900

10

00

16

00

2500

2700

800

12

00

13

00

10600

15900

17700

900

1400

1500

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

S. RUECKLE ROAD

I-35

SAN ANTONIO ROAD

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014 SHEET 1 OF 4

10700

16250

18000

10250

15500

17200

250

350

400

700

1100

1200

850

1300

1400

250

350

400

250

350

400

700

1100

12

00

10150

15300

17000

10150

15300

17000

10250

15500

17200

10100

15300

17000

250

350

400

400

550

600

500

700

800

250

350

400

250

350

400

400

550

600

9900

14950

16600

9900

14950

16600

50

100

150

50

100

150

10200

15400

17050

10200

15400

17050

50

100

150

50

100

150

50

100

150

50

100

150

10400

15650

17400

10400

15650

17400

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014 SHEET 2 OF 4

SL 337 SL 337

RIDGE HILL DRIVELP 337 ACCESS ROAD

STONE CROSSING

MA

TC

H LIN

E (A)

MA

TC

H LIN

E (A)

MA

TC

H LIN

E (B)

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014

SHEET 3 OF 4

MA

TC

H LIN

E (C)

SL 337 SL 337

SH 46

N. WALNUT AVE

MA

TC

H LIN

E (B)

500

700

800

7400

1110

0

12

300

3750

5650

6300

3900

5850

6500

400

550

600

2050

3100

3400

10

900

16

400

18

200

4700

7100

7900

5300

8000

8900

5300

8000

8900

7250

10

900

12

100

4700

7100

7900

4300

6550

7300

4450

6750

7500

10

750

16

200

18

000

3750

5650

6300

250

350

400

400

550

600

3900

5850

6500

5800

8750

9700

5300

8000

8900

5300

8000

8900

5800

8750

9700

1900

2900

3200

INDEPENDENCE DRIVE

3750

5650

6300

2050

3100

3400

950

1450

1600

5300

8050

8900

500

700

800

500

700

800

ACCESS ROAD

600

900

1000

500

700

800

9500

14400

16000

9500

14400

16000

750

1100

1200

600

900

1000

600

900

10

00

750

1100

12

00

10150

15300

17000

10000

15100

16800

OAK RUN PKWY

11100

16750

18600

10750

16200

18000

250

350

400

600

900

1000

600

900

1000

250

350

400

250

350

400

600

900

10

00

10500

15850

17600

10500

15850

17600

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014

SHEET 4 OF 4

SL 337SL 337

CALIFORNIA BLVD.

MA

TC

H LIN

E (C)

10250

15500

17200

10150

15350

17000

400

550

600

500

700

800

600

900

1000

400

550

600

400

550

600

500

700

800

9700

14600

16200

9700

14600

16200

10750

16200

18000

10250

15500

17200

700

1100

1200

1200

1800

2000

1300

2000

2200

850

1300

1400

700

1100

12

00

12

00

18

00

2000

9450

14200

15800

9450

14200

15800

CASTLEWOOD DRIVEOAKWOOD BLVD.

EXISTING CONDITION

EXISTING CONDITION

EXISTING CONDITION

EXISTING CONDITION

SL 337SL 337

SL 337

7900

11900

13250

5600

8500

9400

I-35

ALTGELT ROAD

1300

1850

2000

500

700

800

7000

10

600

11700

9300

14

000

15

550

1100

1600

1800

400

550

600

500

700

800

5600

8500

9400

8700

13050

14450

400

550

600

6300

9550

10600 7900

11900

13250

2600

3900

11350

2500

3750

415

0

9800

14

700

16

350

700

1100

12

00

700

1100

12

00

10

500

15

800

17

600

1500

2300

2500

700

1100

1200

11200

16900

18700

10200

15300

17000

700

1000

1100

600

900

1000

500

700

800

10500

15800

17600 1500

2300

2500

400

550

600

700

1100

12

00

600

900

10

00

16

00

2500

2700

800

12

00

13

00

10600

15900

17700

900

1400

1500

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

S. RUECKLE ROAD

I-35

SAN ANTONIO ROAD

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014

SHEET 1 OF 4

MA

TC

H LIN

E (A)

SL 337SL 337

7900

11900

13250

5600

8500

9400

I-35

ALTGELT ROAD

PROPOSED CONDITION

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014

SHEET 2 OF 4

SL 337

RIDGE HILL DRIVELP 337 ACCESS ROAD

STONE CROSSING

MA

TC

H LIN

E (A)

MA

TC

H LIN

E (B)

OAK RUN PKWYPROPOSED CONDITION

10300

15600

17350

750

1200

1350

10750

16350

18150

300

450

550

50

100

150

250

350

400

800

1300

1400

10150

15400

17150

50

100

150

10150

15400

17150 250

350

400

700

1100

12

00

10200

15450

17150

100

150

200

100

150

200

SL 337

10750

16200

18000

400

650

750

10300

15600

17350

850

1250

1400

50

100

150

250

350

400

500

700

800

9900

15050

16750

600

900

1000

10450

15850

17600 300

350

400

350

550

600

9550

14400

16000

1200

1800

2000

1200

1800

2000

SL 337

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014

SHEET 3 OF 4

MA

TC

H LIN

E (C)

SL 337 SL 337

SH 46

N. WALNUT AVE

MA

TC

H LIN

E (B)

500

700

800

7400

1110

0

12

300

4500

6750

7500

3900

5850

6500

1150

1650

1800

2800

4200

4600

10

900

16

400

18

200

5450

8200

9100

5300

8000

8900

5300

8000

8900

7250

10

900

12

100

5450

8200

9100

5050

7650

8500

4450

6750

7500

10

750

16

200

18

000

3750

5650

6300

250

350

400

400

550

600

3900

5850

6500

5800

8750

9700

5300

8000

8900

5300

8000

8900

5800

8750

9700

1900

2900

3200

INDEPENDENCE DRIVE

4500

6750

7500

2050

3100

3400

950

1450

1600

5300

8050

8900

500

700

800

500

700

800

ACCESS ROADPROPOSED CONDITION

LEGEND

1000 - 2019 ADT

1000 - 2039 ADT

1000 - 2049 ADT

2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG

SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

OCTOBER 30, 2014SHEET 4 OF 4

CALIFORNIA BLVD.

MA

TC

H LIN

E (C)

CASTLEWOOD DRIVEOAKWOOD BLVD.

PROPOSED CONDITION

SL 337

11350

17150

19000

700

1050

1200

11100

16750

18600

950

1450

1600

100

150

200

250

350

400

600

900

1000

10500

15850

17600

700

1100

1200

11100

16800

18600 250

350

400

600

900

10

00 SL 337

10250

15350

17000

1600

2500

2800

11350

17150

19000

500

700

800

1200

1800

2000

400

5500

600

600

900

1000

10750

16250

18000

100

150

200

9650

14600

16200 400

550

600

500

700

800

2050

3100

3400

2050

3100

3400

9300

14050

15600

SHLD.

24'

SHLD.

SHLD.

24'

SHLD.

SHLD.

24'

SHLD.

SHLD.

24'

SHLD.

SHLD.

24'

SHLD.

220' USUAL

48'

8'8'

220' USUAL

42' USUAL

99'

RO

W C/L

LO

OP 3

37

EXIS

TIN

G

48'

8'8'

220' USUAL

42' USUAL

48'

4'41' USUAL

SHLD.

24'

RO

W C/L

LO

OP 3

37

EXIS

TIN

G

10'

DLHS

2% 2%

Vetical ControlHorizontal &

2% 2%

Vetical ControlHorizontal &

Vetical ControlHorizontal &

HILLCREST TO ROCK STREET+/-PROPOSED TYPICAL SECTION

4'

D

L

H

S

27'5'1'6'

Vetical ControlHorizontal &

2%

2% 2%

Vetical ControlHorizontal &

2%

ROCK STREET+/- TO RIVER RD.PROPOSED TYPICAL SECTION

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

HILLCREST TO NORTH OF SAN ANTONIO STREETEXISTING LOOP 337

48'

8'8'

220' USUAL

42' USUAL

RO

W C/L

LO

OP 3

37

EXIS

TIN

G

2% 2%

Vetical ControlHorizontal &

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

HILLCREST TO NORTH OF SAN ANTONIO STREETEXISTING LOOP 337

14' 12' 12' 11' 4'

DLHS

12'12'11'4'

DLHS

5'

K

L

W

D

S

CL

48'

8'8'

220' USUAL

42' USUAL

58'

4'31' USUAL

SHLD.

24'

RO

W C/L

LO

OP 3

37

EXIS

TIN

G

10'

DLHS

2% 2%

Vetical ControlHorizontal &

Vetical ControlHorizontal &

2%

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

RIVER ROAD+/- TO SH 46PROPOSED TYPICAL SECTION

48'

8'8'

220' USUAL

42' USUAL

48'

4'41' USUAL

SHLD.

24'

RO

W C/L

LO

OP 3

37

EXIS

TIN

G

10'

DLHS

2% 2%

Vetical ControlHorizontal &

Vetical ControlHorizontal &

2%

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

SH 46 TO NORTH OF SAN ANTONIO ST.PROPOSED TYPICAL SECTION

K

L

W

D

S

K

L

W

D

S

K

L

W

D

S

5'*5'*

From Rivercrest Dr. to River Terrace*Proposed Sidewalk

From Rivercrest Dr. to River Terrace*Proposed Sidewalk

K

L

W

D

S

5'*

PA

CIFIC

RAIL

RO

AD

PACIFIC

RAILRO

AD

UNIO

N

UNIO

N

PA

CIF

IC

RAIL

RO

AD

UNIO

N

UP

RR

Park

ParkCem

Creek

Creek

Com

al

Dry

COMAL

HEB

Park

Panther

Canyon

Comal

Camp

Pk

Pk

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Prince

Solms

Park

Park

Fair

Cypress

Bend

Park

Cem

Comal

Cem

Hidalgo

Cem

Park

Lamar

Bli

eders

Cr

RIVER

StPeter&Paul

OurLady

RIV

ER

Cemetery

Cemetery

Town

Hortown

Golf Course

Park

Landa

3.0

0.9

1.7

0.4

2.1

1.4

2.3

1.4

5.1

0.2

0.2

0.9

0.9

1.0

1.11.1

1.1

0.1

1.3

NEW

BRAUNFELSPop 27,334

GRUENE

C

B46

725

46

46

46

35

46

35

482

35

1044

H

B35

337

46337

MARQUETTE

GLEN

CR

OW

N

OAK

RID

GE

HUNTE

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CREE

K

OA

K

RUN

WALD

WALD

RUEKLE

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SOUTH

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LOM

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ATER

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MOR

AN

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WILLO

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BER

VIEW

VALLEY

TWIN

OA

K

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LOM

A

MIRALA

MES

A

MISSIO

N

EN

CIN

ORID

GE

KERLICK

EVERGR

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TIM

BER

LAURAL

MOSS

ROLL

ROYAL

CREST

MISSIO

N

WO

OD

WOODPRIN

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HOWARD

CLE

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BEVERLY

LA

UR

AL

FLO

RIA

L

STARCREST

LO

CK

NE

RR

OSE

MA

RY

FREDERICKSBURG

PATIO CANYON K

EN

TU

CK

Y

DEE

RT

RO

T

OA

K

GR

AN

DVIE

W

PE

NNSYLV

ANIA

MO

ON

GLO

W

NEW YORK

WO

OD

LA

ND

BELL

VIE

WP

AR

K

OHIO

LOUISI

ANA

OKLA

HO

MA

TEXAS

CALIF

OR

NIA

OAK

WO

OD

SA

DDLE

ACOR

NOAKTREE

MAR

YM

ONT

TANGLE

WOOD

TAN

GLE

WOOD

ELM

WOOD

LAKEVIE

W

TERR

COLE

ALLEN

LIBER

TY

UNIO

N

HOUST

ON

EDGE

WATER

DALL

AS

ELIZABET

H

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Y

CEDAR

INSPIRATIO

N

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OX

LANDA

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LAKE V

IEW

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KATY

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KR

UN

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GE

DIXIE

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PARK

CR

EST

SU

NRIS

E

BELMONT

BRIARBEND

SUNSHADOW

HIDE-

LAZY

TR

AILS

AWAY

REDBUD

HO

NE

Y

ROSA

MELODY

SU

CK

LE

WIS

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MOSSR

OSE

PARKS

KUCHLER

SWAN

ORIO

LE

EASTLA

ND

EASTLA

WN

MADRID

GRAN

ADA

SANTIA

GO

BARCELO

NA

VALE

NCIA

SEVILLE

RIO

LAKEFR

ONT

DUNLA

P

DUNLA

P

DR

LP

RIVERBAN

K

RIVER

ROCK

RIVER

RUN

NIN

GLAKEFR

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ILL

RIVER

CADDELL

MEA

DO

W

POST

RIC

HTER

GRUEN

E

GR

UENE

GLEN

BROOK

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RHIN

E

LO

RELIE

CO

LO

GN

E

AN

HALT

RHIN

E

CH

URCHILL

RIV

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E

KIRK-

WOOD

FRAUST

WOOD

BROAD

WAY

RUSK

MEYER

PIN

E

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McK

EN

NA

RID

GE

WOOD

WRIG

HT

HOLL

Y

HUIS

AC

HE

MIS

TLET

OE

TOWER

S.E.

FER

N

UNIC

OR

NM

AG

AZIN

E

AC

AD

EM

Y

CASTELL

MERRIWEATHER

PERRYMAN

GR

OOS

IVY

McQ

UEEN

Y

COUNTY

LINE

MAGAZIN

E

SA

NGER

FAUST

KESSL

ER

NACOGDOCHES

ELM

HILLJA

HN

COLL LI

NCOLN

GAR

DEN

ZIN

K

BRID

GE

MAR

KET

MILL

MAR

KET

SA

N

ANTO

NIO

COM

AL

NAP

OLE

ON

TOLL

E

GILBERT

SEGUIN

FAUS

T

HA

MPE

SIMON

LINDEIM

ER

SAMUEL

CO

MA

RUTH

CO

MANCHE

SEALE

RIVER

MATHERBAZEL

HO

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ON

CEN

TR

AL

VER

AM

EN

DI

GR

AN

T

GR

AN

T

LA

BO

R

DITT

LINGER

SOUTHCOM

MON

MAI

N

LIB

ERT

Y

UNIO

N

WASHIN

GT

ON

VER

AM

EN

DI

COMM

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CAMP

NORTH

EAST

CEN

TRAL

GARZA

AUSTINTORREY

LIBER

TY

MULLB

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GUADALU

PE

TORREY

JOSE

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AN

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GR

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LO

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FERRY

RIVER

CREST

HILLC

REST

FIEL

DCREST

RIVER

ACRESCO

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ON

FAIR

MOON

CREST

HAN

Z

BRANCH

AM

Y

DENIS

E

PA

M

SHANNON

AZALEA

POPPY

CARNATI

ON

TULIP

SUMM

ERW

OOD

BUTTER

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KELLY

AG

ARIT

Y

GR

OVE

MOCKIN

GBIR

D

ROBIN

HO

OD

OAK

LAW

N

DE

WBERR

Y

ROCK

EW

ELIN

G

ROCK

CLE

AR

WATER

RAPID

S

KNIG

HT

SUNN

YBROOK

CR

YST

ALC

YPRESS

RAPIDS

RIV

ER

RD

FREIH

EIT

SE

GUIN

ROAD

HW

Y

STM

ARY

RIO

VER

DE

BLU

EBON

NET

GU

AD

A

CREST

LA

HN

BLUFF-

SIDE

CARDINAL

TIM

BE

R

LIVE OAK

LIVE OAK

OA

K

LIVE

ENCI

NO

WO

OD

CASTLE- BR

IAW

OOD

OHIO

KLIN

GE

MAN

N

VIE

W

LAKE-

SKYVIEW

MISTY ACRES

VALE

REO

OASIS

VIE

WP

AR

K

N

TRADE CENTER

KO

WALD

CHIL

L

U

RC

H

VAL

CLAR

A

SANTA

VENTURA

TUMBLE-

STARNORTH

ROSE

WO

OD

GREEN

BRAUNFELSE

RV

EN

DB

ER

G

B35

H

337

TEXAS DEPARTMENT OF TRANSPORTATIONSCHEMATIC LAYOUT

OFFICE OF THE DISTRICT ENGINEERSAN ANTONIO, TEXAS

Not To Scale

LOCATION MAP

CORRECT:

DIRECTOR

TRANSPORTATION PLANNING

CORRECT:

PLANNING AND DEVELOPMENT

DIRECTOR OF TRANSPORTATION

RECOMMENDED FOR APPROVAL:

DISTRICT ENGINEER

R

CONCURRENCE BY DESIGN DIVISION

CONCURRENCE BY F.H.W.A.

1" =10' Vertical

Scale: 1" = 100' Horizontal

LOOP 337 - COMAL COUNTY

(SH 46, SOUTHERLY TO IH 35~ LENGTH 2.997 MILES)CONTROL; 0216 SECTION: 01 JOB: 036

(RIVER ROAD TO SH 46~LENGTH 2.230 MILES)CONTROL: 0216 SECTION: 01 JOB: 055

(RIVER ROAD TO HILLCREST DRIVE ~ LENGTH 1.431 MILES)CONTROL: 0216 SECTION: 01 JOB: 054

FUNCTIONAL CLASS: PRINCIPAL ARTERIAL

PROPOSED CONNECTION= 30 MPH

PROPOSED RAMPS = 50 MPH

PROPOSED FRONTAGE ROAD = 40 MPH

DESIGN SPEED: PROPOSED MAINLANES = 55 MPH

PART 3 OF 3(Proposed Condition)

Loop 337 Traffic Projections(Existing Condition)

Loop 337 Traffic Projections

Part 1

Part 2

Part 3

, 2016

, 2016

, 2016

(512)416-2055; all rights reservedC 2016 by Texas Department of Transportation;

Page 2: PART 3 OF 3 TEXAS DEPARTMENT OF …ftp.dot.state.tx.us/pub/txdot-info/sat/notices/071216-schematic-3.pdf · 1900 2100 500 600 700 legend 1000 - 2019 adt 1000 - 2039 adt 1500 2100

7795

7796

7797

7798

7799

7814

7866

NO

CO

DE

78767877

7878

7879

7880

7881

7882

7883

7884

7885

8137

8138

8139

8140

8141

8142

8143

8144

28636

28639

28640

28641

28642

28646

28647

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28649

28650

28652

28658

28659

28812

28813 28820

28824

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18371

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18376

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18427

18430

18432

18433

18434

18435

18436 18437

18438

18444

18445

18446

18447

18448 18449

18450

NO

CO

DE

NO

CO

DE

NO

CO

DE

18587

18588

18594

18595

18619

18620

18621

18622

18625

18627

18628

18629

18631

18633

18634

18635

18636

18637 18638

18639

1864018641

18642

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1864718648

18649

18650

18652

18653

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18656

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18661

47873

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47875

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47877

47878

47879

47880

47881

47882

47883

47884

47915

47918

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48203

48204

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48225

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48315

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48337

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48356

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48360

48361

48362

48363

48366

48367

48370

48371

48372

48402

48403

48405

18032

18033

18040

NO

CO

DE N

O

CO

DE

55771

55772

55773

55774

55776

55777

55778

55780

55775

55770

NO

CO

DE

NO

CO

DE

5391

5392

5395

5396

5429

5430

5436

5439

5008

5010

5015

5018

5023

5044

5045

5046

5047

5058

5059

5060

5061

5083

5096

5099

5100

NO

CO

DE

5121

5125

NO

CO

DE

5162

5166

5167

5175

5180

5185

5238

5239

5240

5243

5244

5264

5265

5266

5267

NO

CO

DE

5774

5775

5776

5777

5793

5794

5795

5807

5809

5811

58185

8205

822

583758395

841

5859

5861

5863

5884

5886

5888

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5894

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5898

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5973

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5995

5996

5997

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5999

6001

6005

6006

6007

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6009

NO

CO

DE

6011

6012

6013

6014

6033

6034

6035

6036

6037

6038

6041

6042

6045

6046

6047

6048

6049

6050

6150

6151

6152

6153

6158

6159

6160

61866187

6190

6202

6207

6208

6209

6210

6211

6228

6230

6231

6232

6237

6238

62396

240

6241

6242

6243 6

244

6245

NO

CO

DE

6269

6271

6272

6273

6274

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6276

6277

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6279

6280

6281

6282

6284

6285

6286

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6291

6370

6371

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6376

6381

6384

6385

6387

6388

6391

6392

6405 6406

6409

6411

6421

6424

6425

6431

NO

CO

DE

NO

CO

DE

NO

CO

DE

6473

6474

6475

6476

6479

6480

6483

6484

6487

6488

6490

6494

6495

6696

6699

6700

6703

6704

6707

6708

6711

6712

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6716

6764

6767

6768

6772

6776

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

7758

7759

7760

7761

7766

7767

7768

7769

NO

CO

DE

NO

CO

DE

8724

8727

8728

8731

8732

8735

8736

8739

8740

8741

8742

8743

8745

8748

8749

8751

9308

9310

9311

9314

9318

9321

9324

9329

9332

9333

NO

CO

DE

NO

CO

DE

9714

9723

9724

9730

9737

36994

36995

48307

36993

36522

36523

36525

5912

36993

36994

36523

36920

36921

36922

369233

692436925

36960

36961

36962

36963

36964

36965

36966

36967

36968

36969

36970 36971

36972

36973

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36985

36986

36987

36988

36989

36990

36995

36522

36525

36954

36955

36956

36957

36958

36959

305+00

310+00

315+00

320+00

325+00

330+00

335+00

340+00

345+00

350+00

355+00360+00

365+00

370+00

15+00

20+00

305+00

310+00

315+00

320+00

325+00

330+00

335+00

340+00

345+00

350+00

355+00

360+00

365+00

370+00

330+00

335+00340+00

345+00

350+00

355+00

360+00

365+00

370+00

375+00

380+00

385+00

390+00

LAN

DA

VPI STA. 327+36.60

-3.7

0%

-5.9

5%

K = 222

ex = -1.40'

VPI STA. 335+62.35

-5.9

5%

-0.56%

K = 120

ex = 4.38'

VPI STA. 351+81.64

-0.56%

-5.7

3%

K = 261

ex = -8.73'

VPI STA. 370+60.47

-5.7

3%

-1.93%

K = 166

ex = 2.99'

VPI STA. 423+93.29

+2.88%-3.3

7%

K = 179

ex = -8.75'

VPI STA. 435+09.38

-3.3

7%

+0.55%

L = 595.00'

K = 152

ex = 2.91'

765.49

759.76

754.03

748.30

742.57

736.84

731.11

725.38

719.74

714.64

710.15

706.25

702.96

700.27

664.40

667.28

670.16

672.91

675.14

676.81

677.92

678.47

678.47

677.91

676.79

675.11

672.88

670.09

666.80

663.43

660.06

656.95

654.49

652.69

651.55

651.07

651.24

651.79

652.34

652.89

653.44

653.99

654.54

-1.93%

K = 115

ex = -1.93'

698.17

696.23

694.30

692.37

690.04

686.84

682.77

VPI STA. 409+19.16

+0.50%

+2.88%

K = 122

ex = 0.86'

640.21

640.71

641.21

641.71

642.21

642.71

643.21

643.71

644.23

645.36

647.30

650.01

652.89

655.76

658.64

661.52

677.83

672.27

667.23

663.07

659.66

656.34

653.04

649.73

646.42

643.34

641.09

639.70

639.08

638.71

638.53

638.56

638.78

639.21

639.71

VPI STA. 383+16.69

-3.3

1%

K = 116

ex = 0.76'

VPI STA. 390+90.30

-3.3

1%

-0.50%

K = 116

ex = 1.14'VPI STA. 395+37.45

-0.50%+0.50%

L = 500.00'

K = 500

ex = 0.63'

ELEV. = 649.64

ELEV. = 870.55

ELEV. = 821.40

ELEV. = 812.39

ELEV. = 665.72

ELEV. = 704.73

ELEV. = 688.21ELEV. = 687.23

ELEV. = 644.80

ELEV. = 640.13

ELEV. = 637.89

L = 1,120.00'

L = 290.00'

L = 325.00'

L = 265.00'

L = 420.00'

L = 630.00'

L = 1,350.00'

L = 650.00'

L = 500.00'

Elev.

= 654.64

Sta. 444

+17.84

Match

Existing

620

630

640

650

660

670

680

690

620

630

640

650

660

670

680

690

620

630

640

650

660

670

680

690

620

630

640

650

660

670

680

690

670

680

690

700

710

720

730

740

680

670

690

700

710

720

730

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750

760

770

780

790

800

810

820

760

750

770

780

790

800

810

820

820

830

840

850

860

870

771.22

870.88

865.99

860.65

854.87

848.92

842.97

837.18

832.16

827.98

824.62

822.09

820.40

819.52

818.97

818.41

817.85

817.30

816.74

816.18

815.46

814.35

812.86

810.99

808.73

806.09

803.07

799.67

795.88

791.71

787.15

782.21

776.89

360+00 330+00335+00345+00350+00355+00365+00370+00375+00380+00385+00390+00395+00400+00405+00410+00415+00420+00425+00430+00435+00

850

820

830

840

860

870

880

890

ST

NI

OP

L

AC

IT

NE

DI

ST

NI

OP

LA

CI

TN

ED

I

LA

CI

TN

ED

I

ST

NI

OP

651.24

865.46

859.92

854.32

848.67

842.93

837.43

834.89

825.14

808.34

805.90

813.81

820.05

819.52

818.93

818.42

817.70

816.30

816.35

815.67

814.22

812.44

810.38

808.09

805.50

800.71

795.91

794.58

791.12

786.57

781.57

776.02

770.34

764.94

759.24

753.60

747.85

742.33

736.40

730.00

715.52

701.18

694.86

690.36

686.12

682.70

679.03

675.11

673.98

670.36

666.72

655.79

651.37

659.29

657.59

653.90

653.38

654.52

655.65

655.33

653.87

650.29

645.38

641.74

639.25

637.60

634.38

634.89

634.82

635.20

635.99

637.52

634.68

630.78

626.53

623.37

621.70

620.18

615.76

629.22

633.71

637.24

637.42

640.15

648.12

649.25

652.03

653.73

656.84

661.53

665.37

667.76

669.65

671.64

673.98

657.30

643.03

643.70

654.34

652.23

652.33

652.39

653.38

653.62

658.61

657.10

654.72

652.66

650.31

650.66

650.73

UPRR

BeamsTX28

BeamsTX28 Beams

TX28

BeamsTX34

BeamsTX34

BeamsTX62

UPRR

STO

NE C

ROSSIN

G

DRY C

OM

AL

CREEK

BeamsTX28

-5.6

0%

VPI STA. 379+15

-5.6

0%

Clear. 23'-6"

Prop.

Min.

Vert.

UP

RR

Clear. 23'-6"

Prop.

Min.

Vert.

UP

RR

BeamsTX34

305+00310+00315+00320+00325+00330+00335+00340+00345+00350+00355+00360+00365+00370+00375+00380+00385+00390+00395+00400+00405+00410+00415+00

VPI STA. 384+83.14

+0.14%

+3.44%

K = 161

ex = 2.19'

+3.44%-3.5

6%

K = 255

VPI STA. 410+85.64

-3.5

6%

+0.55%

K = 145

ex = 3.06'

654.35

641.92

642.06

642.20

642.34

642.48

642.62

642.76

642.90

643.04

643.18

643.32

643.46

643.81

644.77

646.35

648.56

651.39

654.76

658.20

661.64

664.85

667.67

670.10

672.14

673.78

675.03

675.89

676.36

676.44

676.12

675.41

674.31

672.82

670.94

668.66

665.99

662.93

659.49

656.36

653.92

652.17

651.11

650.74

651.05

651.60

652.15

652.70

653.25

653.80

VPI STA. 303+12.11

-5.9

3%

K = 231

ex = -0.97'

VPI STA. 311+44.02

-5.9

3%

-0.48%

660.00' V.C.

K = 121

ex = 4.50'

VPI STA. 327+46.38

-0.48%

-5.7

2%

K = 267

ex = -9.18'

VPI STA. 346+84.35

-5.7

2%

-2.27%

K = 239

ex = 3.56'

VPI STA. 355+47.96

-2.27%

-3.9

4%

K = 435

ex = -1.51'

VPI STA. 366+18.39

-3.9

4%

+0.14%

K = 153

ex = 3.19'

865.38

859.77

853.85

847.91

841.98

836.35

831.54

827.56

824.40

822.08

820.57

819.87

819.39

818.92

818.44

817.96

817.49

816.96

816.09

814.85

813.24

811.25

808.89

806.15

803.04

799.55

795.69

791.45

786.84

781.85

776.49

770.81

765.09

759.37

753.65

747.92

742.20

736.48

730.76

725.05

719.66

714.68

710.12

705.98

702.26

698.96

696.07

693.60

691.33

688.91

686.25

683.37

680.26

676.92

673.35

669.55

665.61

661.67

657.73

653.79

650.14

647.14

644.79

643.10

642.06

641.67

641.78

ELEV. = 870.93

ELEV. = 813.93

ELEV. = 821.57

ELEV. = 641.25ELEV. = 703.05

ELEV. = 683.42

ELEV. = 649.32

ELEV. = 643.86

L = 595.00'

L = 1,785.00'

L = 530.00'L = 625.00'

L = 725.00'

L = 825.00'

L = 1,400.00'

L = 424.00'

620

630

640

650

660

670

680

690

620

630

640

650

660

670

680

690

620

630

640

650

660

670

680

690

620

630

640

650

660

670

680

690

-5.7

2%

700

710

720

730

740

750

760

770

700

710

720

730

740

750

760

770

770

780

790

800

810

820

830

840

770

780

790

800

810

820

830

840

850

860

870

880

890

900

910

920

ST

NI

OP

LA

CI

TN

ED

I

ST

NI

OP

LA

CI

TN

ED

I

ST

NI

OP

LA

CI

TN

ED

I

DRY C

OM

AL

CREEK

Clr 23'-0"

EXI

ST

Min

Vert

UP

RR

UPRR

UPRR

LAN

DAClear. 23'-0"

Exist

Min.

Vert.

UP

RR

CL1 (Existing LP 337 R.O.W. Centerline)

P.I. Station 306+66.2417 X 2,233,995.0951 Y 13,807,875.8568

Delta = 83° 14' 22.7162" (LT)

Degree = 2° 59' 59.7699"

Tangent = 1,696.8705

Length = 2,774.7139

Radius = 1,909.9000

External = 644.9165

Long Chord = 2,537.0534

Mid. Ord. = 482.1192

P.C. Station 289+69.3712 X 2,235,355.4709 Y 13,808,890.1285

P.T. Station 317+44.0851 X 2,234,842.1756 Y 13,806,405.5425

Superelevation Rate = 6.022%

P.I. Station 360+35.2242 X 2,236,984.3192 Y 13,802,687.3311

Delta = 27° 29' 08.3020" (RT)

Degree = 2° 30' 00.1224"

Tangent = 560.4955

Length = 1,099.4106

Radius = 2,291.8000

External = 67.5436

Long Chord = 1,088.8991

Mid. Ord. = 65.6100

P.C. Station 354+74.7287 X 2,236,704.5189 Y 13,803,172.9926

P.T. Station 365+74.1393 X 2,237,008.3919 Y 13,802,127.3528

Superelevation Rate = 5.297%

P.I. Station 392+33.7875 X 2,237,122.6212 Y 13,799,470.1587

Delta = 2° 14' 00.0000" (RT)

Degree = 0° 29' 59.9931"

Tangent = 223.3625

Length = 446.6684

Radius = 11,459.1996

External = 2.1767

Long Chord = 446.6401

Mid. Ord. = 2.1763

P.C. Station 390+10.4251 X 2,237,113.0280 Y 13,799,693.3151

P.T. Station 394+57.0934 X 2,237,123.5109 Y 13,799,246.7980

Superelevation Rate = 2.000%

P.I. Station 411+52.5464 X 2,237,130.2642 Y 13,797,551.3585

Delta = 0° 49' 59.9700" (RT)

Degree = 0° 15' 00.0005"

Tangent = 166.6678

Length = 333.3298

Radius = 22,918.2980

External = 0.6060

Long Chord = 333.3269

Mid. Ord. = 0.6060

P.C. Station 409+85.8786 X 2,237,129.6003 Y 13,797,718.0250

P.T. Station 413+19.2084 X 2,237,128.5040 Y 13,797,384.7000

Superelevation Rate = 2.000%

POT Station 428+06.9935 X 2,237,112.7918 Y 13,795,896.9978

POT Station 430+32.9935 X 2,237,255.4109 Y 13,795,721.6816

CL2 (Proposed SB LP 337 Main Lane Centerline)

P.I. Station 329+30.6039 X 2,233,932.2148 Y 13,807,888.8473

Delta = 83° 14' 22.7162" (LT)

Degree = 2° 55' 35.0021"

Tangent = 1,739.5166

Length = 2,844.4486

Radius = 1,957.9000

External = 661.1247

Long Chord = 2,600.8151

Mid. Ord. = 494.2359

P.C. Station 311+91.0873 X 2,235,326.7798 Y 13,808,928.6100

P.T. Station 340+35.5358 X 2,234,800.5843 Y 13,806,381.5808

Superelevation Rate = 5.916%

P.I. Station 383+14.9358 X 2,236,936.8677 Y 13,802,673.5413

Delta = 27° 29' 08.3020" (RT)

Degree = 2° 33' 12.6556"

Tangent = 548.7563

Length = 1,076.3843

Radius = 2,243.8000

External = 66.1290

Long Chord = 1,066.0929

Mid. Ord. = 64.2358

P.C. Station 377+66.1794 X 2,236,662.9276 Y 13,803,149.0309

P.T. Station 388+42.5638 X 2,236,960.4362 Y 13,802,125.2913

Superelevation Rate = 5.377%

P.I. Station 415+01.2764 X 2,237,074.6253 Y 13,799,469.0319

Delta = 2° 14' 00.0000" (RT)

Degree = 0° 30' 07.5646"

Tangent = 222.4269

Length = 444.7974

Radius = 11,411.1996

External = 2.1676

Long Chord = 444.7692

Mid. Ord. = 2.1672

P.C. Station 412+78.8495 X 2,237,065.0723 Y 13,799,691.2535

P.T. Station 417+23.6469 X 2,237,075.5113 Y 13,799,246.6068

Superelevation Rate = 2.000%

P.I. Station 428+31.7642 X 2,237,079.9251 Y 13,798,138.4983

Delta = 5° 37' 21.9443" (LT)

Degree = 0° 57' 17.7468"

Tangent = 294.6437

Length = 588.8143

Radius = 6,000.0000

External = 7.2302

Long Chord = 588.5780

Mid. Ord. = 7.2215

P.C. Station 425+37.1206 X 2,237,078.7515 Y 13,798,433.1396

P.T. Station 431+25.9349 X 2,237,109.9615 Y 13,797,845.3896

Superelevation Rate = 2.000%

P.I. Station 435+01.2122 X 2,237,148.2179 Y 13,797,472.0673

Delta = 6° 33' 53.4579" (RT)

Degree = 1° 09' 43.8703"

Tangent = 282.7447

Length = 564.8707

Radius = 4,930.0000

External = 8.1013

Long Chord = 564.5618

Mid. Ord. = 8.0880

P.C. Station 432+18.4675 X 2,237,119.3945 Y 13,797,753.3391

P.T. Station 437+83.3382 X 2,237,144.6952 Y 13,797,189.3445

Superelevation Rate = 2.000%

CL 3 (Existing NB LP 337 Main Lane Centerline)

P.I. Station 305+66.9429 X 2,234,057.9754 Y 13,807,862.8662

Delta = 83° 14' 22.7126" (LT)

Degree = 3° 04' 38.1893"

Tangent = 1,654.2244

Length = 2,704.9792

Radius = 1,861.9000

External = 628.7083

Long Chord = 2,473.2916

Mid. Ord. = 470.0025

P.C. Station 289+12.7186 X 2,235,384.1619 Y 13,808,851.6471

P.T. Station 316+17.6977 X 2,234,883.7669 Y 13,806,429.5042

Superelevation Rate = 6.116%

POT Station 412+18.5359 X 2,237,185.3391 Y 13,797,384.1647

Superelevation Rate = 2.000%

P.T. Station 410+92.0081 X 2,237,185.7560 Y 13,797,510.6918

P.C. Station 407+57.5059 X 2,237,181.9761 Y 13,797,845.1608

Mid. Ord. = 1.2205

Long Chord = 334.4903

External = 1.2207

Radius = 11,459.0000

Length = 334.5022

Tangent = 167.2630

Degree = 0° 30' 00.0245"

Delta = 1° 40' 21.1220" (RT)

P.I. Station 409+24.7689 X 2,237,186.3071 Y 13,797,677.9539

Superelevation Rate = 2.000%

P.T. Station 406+60.2703 X 2,237,179.4583 Y 13,797,942.3638

P.C. Station 404+09.1661 X 2,237,175.7070 Y 13,798,193.4350

Mid. Ord. = 0.6878

Long Chord = 251.0992

External = 0.6878

Radius = 11,459.0000

Length = 251.1043

Tangent = 125.5572

Degree = 0° 30' 00.0245"

Delta = 1° 15' 19.9381" (LT)

P.I. Station 405+34.7232 X 2,237,176.2072 Y 13,798,067.8788

Curve CNBML29

Superelevation Rate = 2.000%

P.T. Station 393+55.6037 X 2,237,171.5105 Y 13,799,246.9890

P.C. Station 389+07.0639 X 2,237,160.9837 Y 13,799,695.3768

Mid. Ord. = 2.1854

Long Chord = 448.5113

External = 2.1858

Radius = 11,507.1996

Length = 448.5397

Tangent = 224.2983

Degree = 0° 29' 52.4848"

Delta = 2° 14' 00.0063" (RT)

P.I. Station 391+31.3622 X 2,237,170.6171 Y 13,799,471.2855

Superelevation Rate = 5.217%

P.T. Station 364+70.7783 X 2,237,056.3476 Y 13,802,129.4144

P.C. Station 353+48.3414 X 2,236,746.1102 Y 13,803,196.9542

Mid. Ord. = 66.9841

Long Chord = 1,111.7052

External = 68.9583

Radius = 2,339.8000

Length = 1,122.4369

Tangent = 572.2346

Degree = 2° 26' 55.4888"

Delta = 27° 29' 08.2995" (RT)

P.I. Station 359+20.5760 X 2,237,031.7707 Y 13,802,701.1210

POT Station 438+05.3088 X 2,237,144.4237 Y 13,797,167.5579

POT Station 21+91.7110 X 2,236,507.1054 Y 13,802,985.6145

P.T. Station 14+25.2487 X 2,236,051.1070 Y 13,803,601.6744

P.C. Station 11+30.3196 X 2,236,104.4066 Y 13,803,857.4238

Mid. Ord. = 58.5403

Long Chord = 261.2443

External = 87.9666

Radius = 175.0000

Length = 294.9291

Tangent = 196.2815

Degree = 32° 44' 25.6036"

Delta = 96° 33' 39.9620" (LT)

P.I. Station 13+26.6011 X 2,235,934.3315 Y 13,803,759.4398

POT Station 10+00 X 2,236,217.3267 Y 13,803,922.4796

Ramp CONN1 (SB Connection to Landa St.)

11307

11370

11457

11459

11462

11463

11464

11472

11473

11474

11477

11478

11479

11480

11483

11484

NO

CO

DE

NO

CO

DE

NO

CO

DE

2244

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

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NO

CO

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NO

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NO

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NO

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NO

CO

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NO

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NO

CO

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NO

CO

DE

NO

CO

DE

12266

12267

12271

12272 1

2275

12276

12277

12278

12281

12282

12286

12290

12292

12293

12294

12297

12298

12299

12385

12386

12389 1

2390

12392

12394

12398

12399

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12401

12404

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13260

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13280

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13292

13313

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1344113442

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13467

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14188

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14219

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500415007

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5058

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15064

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NO

CO

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17122

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17322

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17339

173401

7344

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NO

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NO

CO

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NO

CO

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17453

34248

35160

35126

35095

15070

14997

14928

12395

12285

71401

71509

71438

71440

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71636

71637

71639

71640

71697

71712

71713

71716

71717

71720

71727

71729

71730

71733

71735

71746

71748

71750

34250

34251

34252

34253

34254

34255

33831

33832

33834

33857

33856

33837

33838

33839

33850

33841

33842

33829

33845

33843

33844

33846

33847

33848

33849

33852

33840

33836

33851

33855

33853

33854

33833

33835

33830

33858

33859

33862

33860

33861

34020

34021

34107

34022

34023

34024

34025

34026

34027

34028

34029

34030

34031

34032

34033

34034

34035

34036

34037

34038

34039

34040

34041

34042

34043

34044

34045

34046

34047

34048

34049

34050

34051

34052

34053

34054

34055

34056

34057

34058

34059

34060

34061

34062

34063

34064

34065

34066

34067

34068

34069

34070

34071

34072

34073

34074

34075

34076

34077

34078

34079

34080

34104

34105

34106

34108

34109

34110

34228

34133

34134

34135

34136

34141

34140

34142

34232

34256

34257

34258

34259

34260

34261

34262

34263

34264

34265

34248

34282

34233

34234

34235

34236

34237

34238

34239

34240

34241

34242

34243

34244

34245

34246

34247

34441

33863

34266

34267

34268

34269

34270

34271

34272

34273

34274

34275

34276

34277

34278

34279

34280

34281

35159

35025

35026

35027

35028

35029

35030

35413

35126

35414

35415

35408

34442

34443

34444

34445

34446

34447

34448

34449

34450

34451

34452

34453

34454

351603

4810

34811

34812

34813

34814

34815

34816

34817

34818

34819

34820

34821

34822

34823

34824

34825

34826

34827

34828

34829

34830

34831

34832

34833

34834

34835

34836

34837

34838

34839

34840

34841

34842

34843

34844

34845

34846

34847

34848

34849

34850

34851

34852

34853

34854

34855

34856

34857

34858

34859

34860

34861

34862

34863

34864

34865

34866

34867

34868

34869

34870

34871

34872

35017

35018

35019

35020

35021

35022

35023

35024

35095

35096

35097

35098

35099

35100

35101

35102

35103

35104

35105

35106

35107

35108

35109

35110

35112

35113

35114

35115

35117

35118

35120

35121

35122

35123

35124

35125

35127

35128

35129

35130

35131

35132

35133

35134

35135

35136

35137

35138

35139

35140

35141

35142

35143

35144

35145

35146

35147

35148

35149

35150

35151

35152

35153

35154

35155

35156

35157

35158

35409

35410

35411

35412

375+00

380+00

385+00

390+00

395+00

400+00

405+00

410+00415+00

420+00425+00

430+00

375+00

380+00

385+00

390+00

395+00

400+00

405+00

410+00

395+00

400+00

405+00

410+00

415+00

420+00

425+00

430+00

435+00

10+0015+0020+00

650

660

670

680

690

700

696.18

689.88

684.29

678.52

673.30

667.29

662.73

663.61

664.75

662.35

657.66

656.05

VPI STA. 10+72.00 -2.00%

-8.00

%

VPI STA. 16+10.48

-8.00

%

-3.0

0%

K = 110

ex = 3.44'

712.00

704.25

696.25

688.44

681.48

675.43

670.29

666.06

662.73

659.73

656.73

ELEV. = 714.49

ELEV. = 671.41

El

= 715.69

10

+12

=368

+73.5524

Match

SB

ML

EL

=654.59

21

+71.305

Match

Landa

ex = -0.90'

K = 20

L = 120.00'

L = 550.00'

670

650

660

680

690

700

Matc

h Line Sta. 372+00

Matc

h Line Sta. 3

72+00

NB Main LanesExisting

NB Main LanesExisting

NB Main LanesExisting

NOTE: Maximum Superelevation Rate of 8% Used For Horizontal Alignments

Alignment CL1

LEGEND

EXISTING RIGHT OF WAY LINE

EXISTING PAVEMENT TO BE REMOVED

EXISTING PAVEMENT TO BE RESTRIPED/OVERLAYED

PROPOSED SIDEWALK

NEW BRIDGE STRUCTURE

NEW PAVEMENT

Scale 1"=100'

Scale 1"=100'

Scale 1"=100'

Scale 1"=100'

Scale 1"=100'

W. S

an A

ntonio St.

Atlg

elt R

d.

Landa St.

Landa St.

Madeline St.

Dry Comal Creek

Dry Comal Creek

Sto

ne Crossin

g

Ridge Hill D

r.

Match Line Sta. 304+00

-3.7

0%

SB Connection To LandaProposed

SB Main LanesProposed

SB Main LanesProposed

SB Main LanesProposed

SB Main LanesProposed

SB Main LanesProposed

SB Main LanesProposed

Alignment SBCONN1

Alignment CL1

LEGEND

EXISTING RIGHT OF WAY LINE

EXISTING PAVEMENT TO BE REMOVED

EXISTING PAVEMENT TO BE RESTRIPED/OVERLAYED

PROPOSED SIDEWALK

NEW BRIDGE STRUCTURE

NEW PAVEMENT


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