REFERENCE PROJECT NO FISCAL YEAR SHEET NO

ACAA59513-ATRP(010) 2019 1B

SHEET NO 1

SHEET NO 1A

SHEET NO 18-1C

SHEET NO 2-2E

SHEET NO 2F-21

SHEET NO 2J-2N

SHEET NO 3-3F

SHEET NO 4-5

SHEET NO 6

SHEET NO 7

SHEET NO 8-9

SHEET NO 10-11

SHEET NO 12-13

INDEX TO SHEETS

TITLE SHEET

PROJECT LAYOUT

INDEX TO SHEETS AND SPECIAL AND STANDARD DRAWINGS

TYPICAL SECTION

PROJECT NOTES

TRAFFIC CONTROL NOTES

SUMMARY OF QUANTITIES

RAILROAD CROSSING PLAN DETAIL

DETAILS OF CUARORAIL END ANCHORS SERIES 20 ( SOFTSTOP XMASH )( TL-3 I

DETAILS OF GUARORAIL END ANCHORS SERIES 20 (MSKT KMASH )( TL-3 )

TRAFFIC CONTROL PLAN SUMMARY SHEETS

OMIT

TRAFFIC CONTROL PLAN SHEETS

THE FOLLOWING ARE SPECIAL OR STANDARD DRAWINGS CONTAINED IN THE ALABAMA DEPARTMENT OF TRANSPORTATION SPECIALAND STANDARD HIGHWAY DRAWINGS BOOK (U.S. CUSTOMARY UNITS OF MEASUREMENT) DATED 2018 WHICH APPLY TO THIS PROJECT:

DESCRIPTION

GALVANIZED STEEL BEAM CUARDRAIL WITH BLOCKED OUT TREATED TIMBER OR GALVANIZED STEELPOSTS (OELINEATORS/REFLECTORS FOR CUARORAIL OR CONCRETE BARRIER RAIL) (SHEET 1 OF 3)(MASH) GUARORAIL HEIGHT TRANSITION DETAIL (SHEET 2 OF 3)GALVANIZED STEEL BEAM GUARDRAIL WITH BLOCKED OUT TREATED TIMBER OR GALVANIZED STEELPOSTS (SHEET 3 OF 3)DETAILS OF PASSING LINES TWO LANE. TWO DIRECTION ROADWAYRAILROAD CROSSING PAVEMENT MARKINGS AND SIGNING FOR 2-LANE AND MULTI-LANE ROADWAYSDETAIL OF PAVEMENT MARKERS CLASS A. A-H AND BDETAILS SHOWINC APPLICATION OF PAVEMENT MARKERSDETAILS OF TRAFFIC STRIPING FOR 2 LANE HIGHWAYSDETAILS FOR TRAFFIC CHANNEL IZATI ON DEVICESPAVEMENT LEGENDS AND MARKINGS DETAILS (SHEET 1 OF 2)PAVEMENT LEGENDS AND MARKINGS DETAILS (SHEET 2 OF 2)BEST MANAGEMENT PRACTICE REFERENCE MATRIXBEST MANAGEMENT PRACTICE REFERENCE MATRIXTYPICAL TEMPORARY EROSION/SEDIMENT CONTROL APPLICATIONSDETAILS OF TEMPORARY SLOPE DRAIN. BERMS AND ENERGY OISSIPATORDETAILS OF SEDIMENT BARRIER APPLICATIONSDETAILS OF SILT FENCE INSTALLATIONDETAILS OF SEDIMENT RETENTION BARRIERDITCH CHECK STRUCTURES. TYPICAL APPLICATIONS AND DETAILSDETAILS OF HAY BALE 01TCH CHECKSDETAILS OF SANOBAG DITCH CHECKDETAILS OF EROSION CONTROL WATTLE DITCH CHECKDETAILS OF SlLT OIKE DITCH CHECKDETAILS OF ROCK DITCH CHECKDETAILS OF ROCK DITCH CHECK WITH SUMP EXCAVATIONDETAILS OF SILT FENCE DITCH CHECKINLET PROTECTION TYPICAL APPLICATIONS AND DETAILSINLET PROTECTION DETAILS FOR COARSE AGGREGATE ON GRADES & SAGSINLET PROTECTION DETAILS OF WATTLESINLET PROTECTION DETAILS OF SlLT FENCEINLET PROTECTION DETAILS OF SAND BAGS

Q> REVISED NOTE 301 a10/25/2018 B.T.W.

INDEX

NO

326

326-A327

80691510271028103710451048104911601160-A

11611161-A1161-81161-C1161-0

1)621162-A1162-81162-C1162-01162-E162-F162-G163163-A

163-81163-C1163-0

SPECIALDRAWING

NO

GR-630-S

GR-630-S

GR-630-S

197-NPLRRX-107-3

PM-705-1

PM-705-2

PS-701-6

TCO-100TCM-703TCM-703ESC-100-1ESC-100-2ESC-200-1ESC-200-2ESC-200-3ESC-200-4ESC-200-5ESC-300-1ESC-300-2ESC-300-3ESC-300-4ESC-300-5ESC-300-6ESC-300-7ESC-300-8ESC-400-1ESC-400-2ESC-400-3ESC-400-4ESC-400-5

REFERENCE PROJECT NO FISCAL YEAR SHEET NO

ACAA59513-ATRP(010) 2019 2H

PROJECT NOTES

300. THE FOLLOWING QUANTITIES HAVE BEEN INCLUDED FOR TURNOUTS, DRIVEWAYS.RAMPS AND INTERSECTIONS:

ITEM 405A-000 : 100 GALITEM 424A-360 : 200 TONS

301. 1735 TONS. ITEM 424B-662. WIDENING, HAS BEEN SET UP TO WIDEN ROADWAY.

301o. THE CONTRACTOR SHALL PROVIDE 2' OF WIDTH AND 5.0" OF DEPTH ON BOTH

SIDES OF THE ROAD ALONG THE ENTIRE PROJECT.

301b. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PERFORM THE

WIDENING OPERATION.

301c. TACK COAT SHALL BE USED ALONG THE FACE OF THE EXISTING EDGE OF

PAVEMENT AFTER THE EDGE HAS BEEN EXPOSED AND BROOMED TO THE

SATISFACTION OF THE ENGINEER.

301d.NO EXCAVATION OF THE SHOULDER SHALL EXCEED THE AMOUNT THAT CAN BEREPLACED WITH BITUM1NOUS BASE LAYER IN THAT DAYS WIDENING.

301e.DURING THE WIDENING PROCESS ALL DRIVEWAYS, ENTRANCES TO BUSINESSES,AND IN FRONT OF MAIL BOXES SHALL BE KEPT ACCESSIBLE AT ALL TIMES.

301f. WIDENING OPERATIONS SHALL BE LIMITED TO ONE SIDE OF THE ROADAT A TIME.

302. OMIT

303. ALL PATCHING SHALL BE IN ACCORDANCE WITH ITEM 410.03(c)2 AND SUBARTICLE410,09(0) AND COMPLETED PRIOR TO RESURFACING. PATCHES SHALL BE A MINIMUMWIDTH OF 7'-0" AND A MINIMUM DEPTH OF A". THE EXACT LOCATION. WIDTH,LENGTH AND DEPTH SHALL BE DETERMINED BY THE ENGINEER.

304. TEMPORARY TRAFFIC CONTROL MARKINGS SHALL BE USED FOR STOP LINES ANDRR-XING MARKINGS AS DIRECTED BY THE ENGINEER.

305. ANY DAMAGE TO IN-PLACE PAVING OR GRASSING, ETC. SHALL BE REPAIREDBY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AT NO COSTTO THE PROJECT.

306. 668 SQUARE YARDS OF ITEM 610D-003, FILTER BLANKET, 100 EACH OFITEM 665G-000, SAND BAGS, 800 LIN FT OF ITEM 665J-002,SILT FENCE. 800 LIN FT OF ITEM 6650-001, SILT FENCE REMOVAL AND1000 LIN FT OF ITEM 6650-002. WATTLE HAS BEEN SET UP TO BE USEDAS DIRECTED BY THE ENGINEER.

307. 1400 TONS FOR ITEM 424B-658 LEVELING AND 600 TONS OF ITEM 424B-655PATCHING HAVE BEEN SET UP TO BE USED AT RATES AND LOCATIONS AS DIRECTEDBY THE ENGINEER. F> REVISEO.NOTE 30.10

10/25/2018 B.T.W.