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7 SHOULDER DETAIL CONCRETE CURB SHOULDER DETAIL ASPHALT CURB SHOULDER DETAIL PAVEMENT JOINT DETAIL PAVEMENT JOINT DETAIL NORMAL SECTION COMMON AND ASPHALT ALTERNATE NOTES ITEM LEGEND EX. ITEM LEGEND CONCRETE ALTERNATE NOTES 1 ADDENDUM 2 11/19/15 REVISIONS BY DATE South Main Street, Suite 2531, Akron, Ohio Fax PJF 9/18/15 N.T.S

8 1 ADDENDUM 2 11/19/15 REVISIONS BY DATE South Main Street, Suite 2531, Akron, Ohio Fax PJF 08/11/15 N.T.S

9 SHEET NUMBER INSERT 1 ITEM GRAND TOTAL UNIT DESCRIPTION REF. DRAINAGE CONTINUED SP FT 6" BASE PIPE UNDERDRAIN, WITH FABRIC WRAP (18") SP FT 6" SHALLOW PIPE U.D., WITH FABRIC WRAP (24") SP FT 6" SHALLOW PIPE U.D., WITH FABRIC WRAP (27") 1060 SP FT 6" UNCLASSIFIED PIPE UNDERDRAIN, WITH FABRIC WRAP 12 SPECIAL 12 EACH 12" PRECAST CONCRETE END SECTION DR1 2 SPECIAL 2 EACH 15" PRECAST CONCRETE END SECTION DR1 2 SPECIAL 2 EACH 18" PRECAST CONCRETE END SECTION DR1 3 SPECIAL 3 EACH 24" PRECAST CONCRETE END SECTION DR1 1 SPECIAL 1 EACH 30" PRECAST CONCRETE END SECTION DR1 2 SPECIAL 2 EACH 42" PRECAST CONCRETE END SECTION DR1 500 SPECIAL 500 FT PIPE CLEANOUT, 15" TO 36" 15 SPECIAL 15 EACH SECURING MANHOLE LID PAVEMENT SQ YD CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP, AS PER PLAN SQ YD CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP SQ YD CEMENT STABILIZED SUBGRADE, 16 INCHES DEEP TON CEMENT GAL CURING COAT HOUR TEST ROLLING SQ YD PARTIAL DEPTH PAVEMENT REPAIR FT FULL DEPTH PAVEMENT SAWING SQ YD PAVEMENT PLANING, ASPHALT CONCRETE (T=2") SQ YD PAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE DEPTH) SQ YD FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT SQ YD FULL DEPTH PAVEMENT SAWING 360 SP TON GRANULAR MATERIAL SP CU YD AGGREGATE BASE SP CU YD AGGREGATE BASE (SHOULDER) 2746 SP CU YD ASPHALT CONC. BASE COURSE OR RECYCLED ASPHALT CONC. BASE COURSE, PG SP CU YD ASPHALT CONC. BASE COURSE OR RECYCLED ASPHALT CONC. BASE COURSE, PG7022 (FR) 1206 SP CU YD ASPHALT CONCRETE LEVELING COURSE, PG 7022 (1/2") 7148 SP CU YD ASPHALT CONCRETE SURFACE COURSE, USING CRUSHED STONE, PG SP CU YD ASPHALT CONCRETE SURFACE COURSE, USING CRUSHED SLAG, PG7022 (FR) SP404A FT. JOINT SEALER LB CRACK SEALING, TYPE SQ YD SHOULDER PREPARATION, AS PER PLAN SP CU YD COMPACTED AGGREGATE 92 SP TON STONE SHOULDER PROTECTION SPECIAL MILE SONIC NAP ALERT PATTERN (SNAP) 222 SPECIAL 222 FT. PRESSURE RELIEF JOINT, TYPE A, AS PER PLAN 13 1 ADDENDUM 1 PJF 11/18/15 2 ADDENDUM 2 11/19/15 REVISIONS BY DATE South Main Street, Suite 2531, Akron, Ohio Fax PJF 08/11/15 RTG N.T.S

10 SHEET NUMBER INSERT 1 ITEM GRAND TOTAL UNIT DESCRIPTION REF. ASPHALT ALTERNATE ASPHALT PAVEMENT BASE CU YD EXCAVATION (ASPHALT ALTERNATE) CU YD EXCAVATION INCLUDING EMBANKMENT, AS PER PLAN (ASPHALT ALTERNATE) SP CU YD ASPHALT CONCRETE BASE, PG 6422, (T = 8" SHOULDERS), (ASPHALT ALTERNATE) SP CU YD ASPHALT CONCRETE BASE, PG 6422 (T = 11" PAVEMENT), (ASPHALT ALTERNATE) SPECIAL GALLON TRACKLESS TACK (ASPHALT ALTERNATE) CONCRETE ALTERNATE CONCRETE PAVEMENT BASE CU. YD. EXCAVATION (CONCRETE ALTERNATE) CU. YD. EXCAVATION INCLUDING EMBANKMENT, AS PER PLAN (CONCRETE ALTERNATE) SPECIAL SQ. YD. ROLLER COMPACTED CONCRETE (SHOULDER, CONCRETE ALTERNATE) SQ. YD. CONCRETE BASE, (12") (CONCRETE ALTERNATE) SPECIAL GALLON TRACKLESS TACK (CONCRETE ALTERNATE) 222 SPECIAL 222 FT. PRESSURE RELIEF JOINT, TYPE A, AS PER PLAN 13 MAINTENANCE OF TRAFFIC FOR MAINTENANCE OF TRAFFIC GENERAL SUMMARY SEE SHEET 25 TRAFFIC CONTROL FOR TRAFFIC CONTROL GENERAL SUMMARY SEE SHEET 314 LIGHTING FOR LIGHTING GENERAL SUMMARY SEE SHEET #REF! BRIDGE MAINTENANCE FOR BRIDGE MAINTENANCE SUMMARIES SEE SHEET 365 GENERAL IB, ART.6 LUMP PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT BOND SP614 LUMP MAINTAINING TRAFFIC SP619 LUMP FIELD OFFICE SP623 LUMP CONSTRUCTION LAYOUT SURVEY 624 LUMP MOBILIZATION 1 ADDENDUM 2 11/19/15 REVISIONS BY DATE South Main Street, Suite 2531, Akron, Ohio Fax PJF 08/11/15 RTG N.T.S

11 GUARDRAIL/BARRIER SUBSUMMARY CURB SUBSUMMARY SPECIAL 622 SP536 SP REF SHEET STATION TO STATION SIDE TOTAL LENGTH GUARDRAIL REMOVED CONCRETE BARRIER REMOVED, AS PER PLAN CONCRETE BARRIER REMOVED GUARDRAIL, TYPE MGS, USING LONG STEEL POSTS GUARDRAIL, REBUILT, TYPE MGS TO MEET EXISTING ANCHOR ASSEMBLY, TYPE T ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN BRIDGE TERMINAL ASSEMBLY, TYPE 1, USING LONG STEEL POSTS BRIDGE TERMINAL ASSEMBLY, TYPE 1, USING LONG STEEL POSTS, AS PER PLAN BRIDGE TERMINAL ASSEMBLY, TYPE 2, USING LONG STEEL POSTS BRIDGE TERMINAL ASSEMBLY, TYPE 2, USING LONG STEEL POSTS, AS PER PLAN EXISTING IMPACT ATTENUATOR RESET ON NEW FOUNDATION CONCRETE BARRIER, SINGLE SLOPE, TYPE D, (42"), AS PER PLAN PORTABLE CONCRETE BARRIER 32", AS PER PLAN CONCRETE BARRIER END SECTION, TYPE B CONCRETE BARRIER, TYPE B50, AS PER PLAN MEDIAN WALL, AS PER PLAN CONCRETE BARRIER, TYPE C CONCRETE WEATHERPROOFING, BARRIERS AND PARAPETS BARRIER REFLECTOR, TYPE A BARRIER REFLECTOR, TYPE B REF SHEET STATION TO STATION SIDE TOTAL LENGTH CURB REMOVED ASPHALT CONCRETE CURB, TYPE 1, PG6422 FROM TO FT. FT. FT. FT. CURB, TYPE 4C FROM TO FT. FT. FT. FT. FT. FT. EACH EACH EACH EACH EACH EACH EACH FT. FT. EACH FT. FT. FT. SQ. YD. EACH EACH GR EB GR EB GR , RT GR EB GR EB GR34 211, LT GR , EB GR35 211, LT GR EB GR EB GR16 216, EB GR EB GR19 222, EB GR EB GR23 226, EB GR25 228, EB GR EB GR03 208, WB GR05 209, WB GR08 211, WB GR09 211, WB GR WB GR14 215, WB GR15 216, WB GR WB GR20 222, WB GR WB GR24 227, WB GR WB GR WB GR01 206, MED GR29 231, MED GR MED GR MED GR MED TOTALS CARRIED TO GENERAL SUMMARY * BERM TREATMENT SUBSUMMARY * SP626 ITEMS CARRIED TO TRAFFIC CONTROL SUBSUMMARY SP C WBLT C EBRT C WBLT C EBRT C WBLT C EBRT C WBLT C EBRT C WBLT C EBRT C EBRT C WBLT C WBLT C14 212, WBLT C WBLT C WBLT C WBLT C18 215, WBLT C WBLT C EBRT C WBLT C EBRT C WBLT C EBRT C WBLT C EBRT TOTALS CARRIED TO GENERAL SUMMARY EARTHWORK AND SEEDING SUBSUMMARY LOCATION EXCAVATION EMBANKMENT SEEDING AND MULCHING CU. YD. CU. YD. SQ. YD. RAMP A RAMP B RAMP C RAMP D DITCH CLEANOUT AREA SHOULDER GRADING AREA TOTAL CARRIED TO GENERAL NOTES SHEET 19. TOTALS CARRIED TO GENERAL SUMMARY LOCATION LENGTH SHOULDER WIDTH SURFACE AREA COMPACTED AGGREGATE(T=6") SHOULDER PREPARATION, AS PER PLAN 1 ADDENDUM 2 11/19/15 REVISIONS BY DATE FT. FT. SQ. FT. CU. YD. SQ. YD. SHLDR. WITHOUT BARRIER OR CURB SHLDR. WITH GUARDRAIL/NO CURB SHLDR. WITH GUARDRAIL, TYPE 1 CURB SHLDR. WITH GUARDRAIL, TYPE 4C CURB TOTALS CARRIED TO GENERAL SUMMARY South Main Street, Suite 2531, Akron, Ohio Fax PJF 08/11/15 N.T.S