MATCHLINE - STA PROFILE STA TO PAVING PLAN AND END LEGEND ROCK PRAIRIE ROAD WEST WIDENING PROJECT CITY OF COLLEGE STATION

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1 SS W SD SD OHP GAS GAS GAS UGE COMM COMM PROP. CONCRETE PVMT. PROP. CONCRETE SIDEWALK E. EDGE OF PAVEMENT E. SANITARY SEWER E. WATER E. STORM SEWER E. OVERHEAD UTILITIES E. FENCE E. GAS LINE E. UNDERGROUND ELEC. E. TELECOMMUNICATION E. UNDERGROUND TELE. COLLEGE STATION, TEAS PAVING PLAN AND PROFILE STA TO END P8 MATCHLINE - STA. 5+00

2 NO. C/L STA. OFFSET ELEV. DESC. NO. C/L STA. OFFSET ELEV. DESC ' LT T/P ' RT T/P, LANDING ' LT T/P ' RT T/P ' RT T/P, LANDING ' RT T/P, SW ' RT PC, T/C ' RT T/P, SW ' RT RAMP TOE ' RT T/P, LANDING ' RT T/P ' RT T/P, LANDING ' RT T/P ' RT T/P, LANDING ' RT RAMP TOE ' RT T/P ' RT ' RAD. PT ' RT T/P ' RT T/P ' RT RAMP TOE ' RT T/P, LANDING ' RT T/P, TW ' RT RAMP TOE ' RT T/P ' RT T/C ' RT PC, T/C ' LT ' RAD. PT ' LT PC, T/C ' LT T/P ' RT T/P, TW ' RT T/P, BW ' RT TW ' RT T/P, BW ' RT TW ' LT T/P, SW ' LT T/P, SW SS W TABLE REFERENCE NO. E. EDGE OF PAVEMENT E. SANITARY SEWER E. WATER ' LT T/C ' LT T/P, SW SD SD E. STORM SEWER ' LT T/P ' LT T/P, SW OHP E. OVERHEAD UTILITIES ' LT RAMP TOE ' LT ' RAD. PT ' LT T/P ' LT RAMP TOE ' LT T/P ' LT T/P, SW, ME ' LT T/P, SW, ME ' LT T/P, SW ' LT T/P, SW ' LT T/P, SW GAS GAS GAS COMM UGE COMM E. FENCE E. GAS LINE E. UNDERGROUND ELEC. E. TELECOMMUNICATION E. UNDERGROUND TELE ' LT T/C ' LT T/P, SW ' LT PC, T/C ' LT T/C ' LT PC, T/C ' LT T/C ' LT RAMP TOE ' LT T/P ' LT T/P ' LT ' RAD. PT ' LT T/P ' LT T/P ' LT RAMP TOE ' LT T/C ' LT PC, T/C ' LT T/C ' RT ' RAD. PT ' RT T/C ' RT T/C ' RT T/C ' RT ' RAD. PT. INTERSECTION GRADING PLAN ' RT T/C ' RT T/C ' RT RAMP TOE ' RT PC, T/C ' RT T/C ' RT T/P ' RT T/P ' RT ' RAD. PT ' RT T/P ' RT T/P PROP. BUS STOP SHELTER STA , OFF: 40.73' RT. GRADING PLAN ' RT T/C ' RT T/C ' RT RAMP TOE PROP. ACCESSIBLE RAMP ROUTE WITH HANDRAILS STA , OFF: 58.33' RT. REF. DETAIL 11/G ' RT T/C ' RT PC, T/C ' RT ' RAD. PT ' RT T/C ' RT T/C ' RT ' RAD. PT ' RT T/P, LANDING ' RT T/P, LANDING ' RT T/P, SW ' RT T/P, SW ' RT T/P, LANDING ' RT T/P, LANDING ' RT T/P, LANDING ' RT T/P ' RT T/P ' RT T/P, LANDING PROP. CONNECTION TO E. SIDEWALK STA , OFF: 39.16' LT. P9 COLLEGE STATION, TEAS

3 P10 COLLEGE STATION, TEAS 5 30 DRAINAGE AREA MAP

4 COLLEGE STATION, TEAS DRAINAGE CALCULATIONS DRAINAGE AREA CALCULATIONS INLET CALCULATIONS STORM SEWER CALCULATIONS P11

5 PROP. CONCRETE PVMT. PROP. CONCRETE SIDEWALK PROP. BRICK PAVER UTILITY EASEMENT E. EDGE OF PAVEMENT E. SANITARY SEWER E. WATER E. STORM SEWER E. OVERHEAD UTILITIES E. FENCE E. GAS LINE E. UNDERGROUND ELEC. E. TELECOMMUNICATION E. UNDERGROUND TELE. COLLEGE STATION, TEAS STORM DRAIN LATERALS LAT. A-3 LAT. A-4 LAT. A-5 P12

6 COLLEGE STATION, TEAS STORM DRAIN DETAILS TYPICAL 3'3' GRATE INLET CONNECTION TO FLUME N.T.S. P13

7 MATCHLINE - STA E. EDGE OF PAVEMENT E. FENCE MATCHLINE - STA MATCHLINE - STA NOTES 1. PAY ITEM FOR SIGNS SHALL INCLUDE BASES, POLES, BRACKETS, SIGNS, AND ALL APPURTENANCES TO INSTALL THE SIGN COMPLETE AND IN PLACE. 2. ALL STRIPING SHALL CONFORM TO TDOT SPECIFICATION 666, TYPE I THERMOPLASTIC REFLECTORIZED PAVEMENT MARKINGS. 3. ALL RAISED PAVEMENT MARKERS CONFORM TO B/CS SPECIFICATION USE SPRAY THERMOPLASTIC (100 MILL OR THICKER) FOR SOLID WHITE OR YELLOW LINE PAVEMENT MARKINGS. 5. ALL SIGN POSTS SHALL BE POWDERCOATED. 6. ALL SIGN SIZES SHALL CONFORM TO THE TEAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR "CONVENTIONAL ROADWAY." 7. ALL SIGNS SHALL BE MOUNTED USING TRIANGULAR SLIP BASES PER TDOT DETAIL SMD(SLIP-1) ALL SIGN POSTS SHALL INCLUDE 12" RETROREFLECTIVE STRIP PER B/CS SPECIFICATION NO SEPARATE PAY. PAVEMENT MARKING AND SIGNAGE BEGINNING TO STA COLLEGE STATION, TEAS PM1

8 MATCHLINE - STA MATCHLINE - STA E. EDGE OF PAVEMENT E. FENCE MATCHLINE - STA MATCHLINE - STA NOTES 1. PAY ITEM FOR SIGNS SHALL INCLUDE BASES, POLES, BRACKETS, SIGNS, AND ALL APPURTENANCES TO INSTALL THE SIGN COMPLETE AND IN PLACE. 2. ALL STRIPING SHALL CONFORM TO TDOT SPECIFICATION 666, TYPE I THERMOPLASTIC REFLECTORIZED PAVEMENT MARKINGS. 3. ALL RAISED PAVEMENT MARKERS CONFORM TO B/CS SPECIFICATION USE SPRAY THERMOPLASTIC (100 MILL OR THICKER) FOR SOLID WHITE OR YELLOW LINE PAVEMENT MARKINGS. 5. ALL SIGN POSTS SHALL BE POWDERCOATED. PAVEMENT MARKING AND SIGNAGE STA TO STA ALL SIGN SIZES SHALL CONFORM TO THE TEAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR "CONVENTIONAL ROADWAY." 7. ALL SIGNS SHALL BE MOUNTED USING TRIANGULAR SLIP BASES PER TDOT DETAIL SMD(SLIP-1) ALL SIGN POSTS SHALL INCLUDE 12" RETROREFLECTIVE STRIP PER B/CS SPECIFICATION NO SEPARATE PAY. COLLEGE STATION, TEAS PM2

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10 MATCHLINE - STA MATCHLINE - STA NOTES 1. PAY ITEM FOR SIGNS SHALL INCLUDE BASES, POLES, BRACKETS, SIGNS, AND ALL APPURTENANCES TO INSTALL THE SIGN COMPLETE AND IN PLACE. 2. ALL STRIPING SHALL CONFORM TO TDOT SPECIFICATION 666, TYPE I THERMOPLASTIC REFLECTORIZED PAVEMENT MARKINGS. 3. ALL RAISED PAVEMENT MARKERS CONFORM TO B/CS SPECIFICATION USE SPRAY THERMOPLASTIC (100 MILL OR THICKER) FOR SOLID WHITE LINE PAVEMENT MARKINGS. 5. ALL SIGN POSTS SHALL BE POWDERCOATED. 6. ALL SIGN SIZES SHALL CONFORM TO THE TEAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR "CONVENTIONAL ROADWAY." 7. ALL SIGNS SHALL BE MOUNTED USING WEDGE ANCHOR STEEL SYSTEM PER TDOT DETAIL SMD(TWT) ALL SIGN POSTS SHALL INCLUDE 12" RETROREFLECTIVE STRIP PER SPECIFICATION NO SEPARATE PAY. PROP. EDGE OF PAVEMENT E. EDGE OF PAVEMENT COLLEGE STATION, TEAS PAVEMENT MARKING AND SIGNAGE STA TO STA E. FENCE MATCHLINE - STA PM4

11 MATCHLINE - STA COLLEGE STATION, TEAS PAVEMENT MARKING AND SIGNAGE BEGINNING TO END NOTES E. EDGE OF PAVEMENT E. FENCE 1. ALL SALVAGED MATERIAL DAMAGED DURING REMOVAL SHALL BE REPLACED AT CONTRACTOR'S EPENSE. NO SEPARATE PAY. 2. ALL EISTING PAVEMENT, STORM DRAIN, AND UTILITIES TO REMAIN UNLESS OTHERWISE NOTED. PM5 MATCHLINE - STA. 5+00

12 MATCHLINE - STA W SS GAS UGE E. EDGE OF PAVEMENT E. FENCE E. WATER LINE E. SANITARY SEWER LINE E. GAS LINE E. UNDERGROUND TELEPHONE LINE 2/4SDL PROP. 2" AND 4" SUDDENLINK CONDUIT 2''SDL 4''SDL GAS PROP. 2" SUDDENLINK CONDUIT PROP. 4" SUDDENLINK CONDUIT PROP. GAS LINE PROP. TELE DUCT BANK PROP. ELEC DUCT BANK REF. McCORD ENGINEERING PROP. STREET LIGHT PB P P T PROP. ELEC. PULL BO PROP. ELEC. PULL BO PROP.SECONDARY PEDESTAL PROP. PAD-MOUNT SWITHGEAR PROP. PAD-MOUNT TRANSFORMER MATCHLINE - STA SECTION 1 MATCHLINE - STA NOTES 1. REFER TO McCORD ENGINEERING PLANS FOR DETAILED INFORMATION ON ELECTRIC AND COMMUNICATIONS DUCT BANK. 2. ALL DRIVEWAY CROSSINGS SHALL BE PHASED TO MAINTAIN ACCESS DURING CONSTRUCTION WHERE DRIVEWAYS ARE BEING REPLACED, OR BORED WHERE DRIVEWAYS REMAIN. CONTRACTOR SHALL TEMPORARILY PATCH ANY OPEN CUT DRIVEWAY, NO SEPARATE PAY. UTILITY PLAN BEGINNING TO STA U1 COLLEGE STATION, TEAS

13 MATCHLINE - STA MATCHLINE - STA E. EDGE OF PAVEMENT E. FENCE W SS GAS E. WATER LINE E. SANITARY SEWER LINE E. GAS LINE E. UNDERGROUND TELEPHONE LINE 2/4SDL PROP. 2" AND 4" SUDDENLINK CONDUIT 2''SDL PROP. 2" SUDDENLINK CONDUIT 4''SDL PROP. 4" SUDDENLINK CONDUIT GAS PROP. GAS LINE PROP. TELECOM BY CONTRACTOR T PROP. TELECOM BY VERIZON SECTION 1 UGE PROP. ELEC DUCT BANK REF. McCORD ENGINEERING PROP. CONDUIT PROP. BORE PROP. STREET LIGHT PB PROP. ELEC. PULL BO MATCHLINE - STA MATCHLINE - STA P P T NOTES PROP. ELEC. PULL BO PROP.SECONDARY PEDESTAL PROP. PAD-MOUNT SWITHGEAR PROP. PAD-MOUNT TRANSFORMER 1. REFER TO McCORD ENGINEERING PLANS FOR DETAILED INFORMATION ON ELECTRIC AND COMMUNICATIONS DUCT BANK. 2. ALL DRIVEWAY CROSSINGS SHALL BE PHASED TO MAINTAIN ACCESS DURING CONSTRUCTION WHERE DRIVEWAYS ARE BEING REPLACED, OR BORED WHERE DRIVEWAYS REMAIN. CONTRACTOR SHALL TEMPORARILY PATCH ANY OPEN CUT DRIVEWAY, NO SEPARATE PAY. UTILITY PLAN STA TO STA U2 COLLEGE STATION, TEAS

14 MATCHLINE - STA MATCHLINE - STA W SS GAS E. EDGE OF PAVEMENT E. FENCE E. WATER LINE E. SANITARY SEWER LINE E. GAS LINE E. UNDERGROUND TELEPHONE LINE 2/4SDL PROP. 2" AND 4" SUDDENLINK CONDUIT 2''SDL 4''SDL GAS PROP. 2" SUDDENLINK CONDUIT PROP. 4" SUDDENLINK CONDUIT PROP. GAS LINE T UGE PROP. TELECOM BY CONTRACTOR PROP. TELECOM BY VERIZON PROP. ELEC DUCT BANK REF. McCORD ENGINEERING PROP. CONDUIT PROP. BORE PROP. STREET LIGHT PB PROP. ELEC. PULL BO P P PROP. ELEC. PULL BO PROP.SECONDARY PEDESTAL PROP. PAD-MOUNT SWITHGEAR SECTION 1 T PROP. PAD-MOUNT TRANSFORMER MATCHLINE - STA MATCHLINE - STA NOTES 1. REFER TO McCORD ENGINEERING PLANS FOR DETAILED INFORMATION ON ELECTRIC AND COMMUNICATIONS DUCT BANK. 2. ALL DRIVEWAY CROSSINGS SHALL BE PHASED TO MAINTAIN ACCESS DURING CONSTRUCTION WHERE DRIVEWAYS ARE BEING REPLACED, OR BORED WHERE DRIVEWAYS REMAIN. CONTRACTOR SHALL TEMPORARILY PATCH ANY OPEN CUT DRIVEWAY, NO SEPARATE PAY. UTILITY PLAN STA TO STA U3 COLLEGE STATION, TEAS

15 MATCHLINE - STA MATCHLINE - STA W SS GAS E. EDGE OF PAVEMENT E. FENCE E. WATER LINE E. SANITARY SEWER LINE E. GAS LINE E. UNDERGROUND TELEPHONE LINE PROP. 2" AND 4" 2/4SDL SUDDENLINK CONDUIT 2''SDL 4''SDL GAS UGE PROP. 2" SUDDENLINK CONDUIT PROP. 4" SUDDENLINK CONDUIT PROP. GAS LINE PROP. TELE DUCT BANK PROP. ELEC DUCT BANK REF. McCORD ENGINEERING PROP. CONDUIT PROP. BORE PROP. STREET LIGHT PB PROP. ELEC. PULL BO P PROP. ELEC. PULL BO MATCHLINE - STA P T PROP.SECONDARY PEDESTAL PROP. PAD-MOUNT SWITHGEAR PROP. PAD-MOUNT TRANSFORMER UTILITY PLAN STA TO STA NOTES 1. REFER TO McCORD ENGINEERING PLANS FOR DETAILED INFORMATION ON ELECTRIC AND COMMUNICATIONS DUCT BANK. 2. ALL DRIVEWAY CROSSINGS SHALL BE PHASED TO MAINTAIN ACCESS DURING CONSTRUCTION WHERE DRIVEWAYS ARE BEING REPLACED, OR BORED WHERE DRIVEWAYS REMAIN. CONTRACTOR SHALL TEMPORARILY PATCH ANY OPEN CUT DRIVEWAY, NO SEPARATE PAY. U4 COLLEGE STATION, TEAS

16 MATCHLINE - STA ' 100' GRAPHIC SCALE 50' 0 50' 100' GRAPHIC SCALE 50' SEDIMENT CONTROL FENCE REF: CITY DETAIL SWPP1-03 INLET PROTECTION REF: CITY DETAIL SWPP1-00 MATCHLINE - STA EROSION CONTROL COLLEGE STATION, TEAS MATCHLINE - STA PLAN BEGINNING TO STA EC1