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HomeMy WebLinkAbout20180839 Ver 1_R3825B roadway_20180807R-3825B2C-1 R3825B2C-2 R-3825B2C-3 R-3825B2C-4 R-3825B 2C-5 R-3825B2C-6 R-3825B2C-7 R-3825B 2C-8 R-3825B2C-9 R-3825B2C-10 2C-11R-3825B R-3825B 2C-12 R-3825B2C-13 2C-14R-3825B   TE:PROJECT REFERENCE NO. SHEET NO.TE:R-3825B 3B-2SHOPCURVEDDOUBLEFACEDAPPROACHENDTRAILINGENDAPPROACHENDTRAILINGENDAPPROACHENDTRAILINGEND Type IIIB-77GREU,TL-3GREU,TL-2CAT-1 AT-1Type IIISC B-77 SCGNG0--6290--3305029+00.0026+80.00811000025039+50.0036+80.008110000210050+00.0048+70.0081150010110--6370--587062+32.0057+25.0081100001 137.557+80.2562+07.83110--2010--1507566+08.0067+00.00110--110WALLWALL10.550001182210012+50.0011+78.0081150010110WALLWALL10.55000114800WALLWALL10.55010117800107+10.00104+90.008115001011100113+80.00115+10.00811500101 10127+80.00129+00.00811500101175128+60.00128+00.008115001020134+10.00137+10.0081150010110137+30.00135+10.00811500101150154+70.00158+60.00811000020158+30.00155+00.0081150010110165+20.00168+00.0081150010110172+60.00166+30.0081150010110--253112.5193+10.00Y1281150010117517+00.0020+00.00811500101150201+40.00203+30.008110000250202+60.00200+30.008115001020230+00.00232+50.0012140000110231+40.00230+20.0012140000110241+90.00242+40.000140000110242+20.00242+00.000140000110248+84.00253+90.000145001020--00925.004420032000000208227870000000005000000000IMPACTATTENUATORTYPE 350state of north carolinaAK POINT.UARDRAILGUARDRAIL SUMMARYANCHORSMOTORCYCLE ROAD TEE TURN AROUNDG = GATING IMPACT ATTENUATOR TYPE 350NG = NON-GATING IMPACT ATTENUATOR TYPE 350LENGTH WARRANT POINTSINGLEFACEDCONCRETEBARRIERREMOVEEXISTINGGUARDRAILREMOVE &STOCKPILEEXISTINGGUARDRAILREMARKS"N"DIST.FROME.O.L.TOTALSHOULWIDTHFLARE LENGTH W4/1/2018division of highways4/1/2018 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-1PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 11112.0 1961112.5 1481110.592111 10.6561114.7 1481.4 204111811140 X X X2441112.7 2041113.2 16011160111 10.4 601112810.2 1 10.330 3014.011763.4001.0 121HeadwallOpen End or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-2PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 1110.7 2361113.4 2721115.4 16811156 561111521.1052401.105238 385.2 400.3 4011.2 40 X X X1110.4 1641116810.6 1 15612.9 1 172 X X X2111104111108111108111Special Detail Collar No. 840D72; See Detail Sheet 2C-10Open EndOpen EndSpecial Detail Collar No. 840D72; See Detail Sheet 2C-10 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-3PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 1111.2 68 X X X2118011152 X X X2111881118011160 X X X23.400960.5884.50052 521.77126811114411112411111642.0 324.5000.5 2012.1114011.3 1 11.1 24811.3 1 1Leave boxes low with steel plate and pave, then adjust height for final grade.Leave boxes low with steel plate and pave, then adjust height for final grade.Open EndSee Special Detail Sheet 2C-5Special Detail Collar No. 840D72; See Detail Sheet 2C-10Open EndLeave boxes low with steel plate and pave, then adjust height for final grade. or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-4PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 1111211116411111148111161110.4 161110.3 81111120280.712018 180.7120520.712060111881110.4 164111881110.9 881110.781112.8 3081111.0 200Special Detail Collar No. 840D72; See Detail Sheet 2C-10Leave boxes low with steel plate and pave, then adjust height for final grade. See Detail 2C-6.See Special Detail Sheets 2C-2 and 2C-4. Leave boxes low with steel plate and pave, then adjustSpecial Detail Collar No. 840D72; See Detail Sheet 2C-10Special Detail Collar No. 840D72; See Detail Sheet 2C-10 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-5PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 1.4 800.31881112.0 1721112.5 5611144 X X X10.3 1113.7 1113.5 1141116415.00.21 10.656041117611132 X X X1110.5 108 X X X11180 X X1110.4 44 X X X113.6 114010.5 1 12011116111Open End or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-6PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 111168111148111961110.6 560.64413.40080.130042 420.13003611196111524.5000.432111132 X X X11160111140111881110.4 5611111148111136 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-7PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 4.5 521112.5 X X X 9210.6 16 X X X1111241118811.310.452 5210.310.4449210.6 36 X X X11111.4 37611.0 24 X X X11110.8192124 X X X11111.2 1481111.7 2401110.8 24010.7 16 X X X11110.49210.3 1 1 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-8PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 6411113.0 761113.0 1160.8 1001110.8 1321116810.3 1 140 X X X1115211148 X X X111120132 X X X11110.8 481110.9 68111521110.5 X X X 88316321117611160Open End or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-9PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 56111641113.9 1881114410.3 1 1 111281111114811111521111128111111611.2 1 1 110.35210.5 1 11.4 5615.03.2 1 12811114411136111136111111196Leave boxes low with steel plate and pave, then adjust height for final grade.Leave boxes low with steel plate and pave, then adjust height for final grade.Leave boxes low with steel plate and pave, then adjust height for final grade.Leave boxes low with steel plate and pave, then adjust height for final grade.Leave boxes low with steel plate and pave, then adjust height for final grade.Leave boxes low with steel plate and pave, then adjust height for final grade. or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-10PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 40111241281112.7 681111611113210.8 1 10.452 521118411112010.5 1 1565211132 X X X144841174 7411.4 1 11.8 4411.01124132 X X X1111Open EndOpen EndOpen End or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-11PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 1110.3 681110.8 361110.454 541110.9 521111521111241111801110.438 381112.0 40111220111160641111041114811140 X X X11112811112810.8 1 138 38 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-12PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 0.3 3611113611136111121116011112012.5 1 142 4211113211113611180111121116011110411114412.8 1 11.8 761110.3 10410.8136 3611.7160 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-13PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 561111481110.4601110.41361110.481110.4321111.8 281111611113611.7 119211128111114412.2 1 1 110.3 6011.6 1 110811.3 1 113611.4 110.4811.4 111.9 4011116Leave boxes low with steel plate and pave, then adjust height for final grade.Leave boxes low with steel plate and pave, then adjust height for final grade. or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-14PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 11124 X X7.0000.358 580.358 580.358 58111111642828111121110.7 241117211196111561111280.44651561110.31961111108111140111200111188HW FOR 3 - 36" RCP; See Detail Sheet 2C-9 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-15PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 843885446312521342323433317386916144793671 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-16PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 94810021974128362564204925106610824264762238118340478 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-17PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 1210915715214258451349786139825502126520110666733241647128 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGCY CYLIN. FT.15" TEMPORARY PIPE24" TEMPORARY PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10' BERM DITCH OUTLET STD. 850.10 (PER EACH)FRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPENORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 TEMP STEEL PLATE COVER PSH 2C-8 15" DRAINAGE PIPE ELBOWSHEET NO.3D-18PROJECT NO.R-3825BREINFORCED ENDWALLSC. S. PIPE18" TEMPORARY PIPE42483618WELDED STEEL PIPEGRADE B0.5" THICK18362442CORRUGATED STEELG.D.I.TRAFFIC BEARING DROP INLETJUNCTION BOXGRATED DROP INLETWIDE SLOTD.I.M.H.NARROW SLOTW.S.T.B.D.I.H.D.P.E.T.B.J.B.TRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALCONCRETE TRANSITIONAL SECTION PSH 2C-2 15" PIPE END SECTION ADJUST C.B. G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29T.B.J.B. SPECIAL DETAIL PSH 2C-630244848C.A.A.ABBREVIATIONSCATCH BASINP.V.C.POLYVINYL CHLORIDECORRUGATED ALUMINIUM ALLOY FLOWABLE FILLN.S.C.B.REMARKSC.S.REINFORCED CONCRETEMANHOLE CONCRETE COLLARS CL. "B" STD. 840.72 (UHIGH DENSITY POLYETHYLENE 18" CROSS PIPE END SECTION 18" DRAINAGE PIPE ELBOW42 15" C.S. ELBOW T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.1515MINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC)42 DO NOT USE CSP2418 DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)24R. C. PIPECLASS IV361518.064.064181536 DO NOT USE RCP3030.079 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)15IN SOILNOT IN SOILIN SOILNOT IN SOILNOT IN SOILIN SOIL30NOT IN SOILNOT IN SOILIN SOILIN SOILIN SOIL J.B. STD. 840.31 OR STD. 840.32 24" DRAINAGE PIPE ELBOW243015NOT IN SOILIN SOILNOT IN SOIL DO NOT USE HDPE DO NOT USE PVC.064DATE: DATE: 06/19/2018 06/20/2018 361282101248193258251043220 or Bid Purposes only and shall not be used for project construction stakeout.or Roads and Structures, Section 300-5".AB%CY CY CY EACHLIN. FT. LIN. FT.EFGLIN. FT. T.B.D.I. FOR STEEL GRATES STD. 840.3684" WELDED STEEL PIPE 0.75" THICK, GRADE B NOT I7266" WELDED STEEL PIPE 0.75" THICK, GRADE BIN SOIL66" WELDED STEEL PIPE 0.75" THICK, GRADE BNOT IN SOIL7854 DO NOT USE HDPE DO NOT USE PVC846654R. C. PIPECLASS IV60LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 54 INCHES & OVER)6672785460 DO NOT USE CAAPW.S. DO NOT USE RCP84 DO NOT USE CSPMINIMUM REQUIRED SLOPEDrainage Pipe(RCP, CSP, CAAP, HDPE, or PVC) G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35GRATED DROP INLETABBREVIATIONS7860667284 D.I. FRAME AND GRATES STD. 840.16 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 D.I. STD. 840.14 OR STD. 840.15 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22 G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53CONCRETETRANSITIONALSECTION D.I. STD. 852.04 OR STD. 852.06 C.B. STD. 852.05NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPEFRAME, GRATES,AND HOODSTD. 840.03 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24CORRUGATED ALUMINIUM ALLOYMANHOLET.B.D.I.H.D.P.E.T.B.J.B.NARROW SLOTWIDE SLOTD.I.M.H.TRAFFIC BEARING DROP INLETP.V.C.POLYVINYL CHLORIDEC.A.A.JUNCTION BOXHIGH DENSITY POLYETHYLENECATCH BASINTRAFFIC BEARING JUNCTION BOXJ.B.DROP INLETR.C. PIPE REMOVALREMARKSC.S.REINFORCED CONCRETECORRUGATED STEELG.D.I.SHEET NO.3D-19PROJECT NO.R-3825B84" WELDED STEEL PIPE 0.75" THICK, GRADE B IN SO72" WELDED STEEL PIPE 0.75" THICK, GRADE BIN SOIL0' THRU 5'5' THRU 10'ENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE) T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54C.B. STD. 840.01 OR STD. 840.02REINFORCED ENDWALLSC. S. PIPE72" WELDED STEEL PIPE 0.75" THICK, GRADE BNOT IN SOILMASONRYN.S.C.B.NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS54" WELDED STEEL PIPE 0.75" THICK, GRADE BIN SOIL54" WELDED STEEL PIPE 0.75" THICK, GRADE BNOT IN SOILDRAINAGE STRUCTUREDATE: DATE: 06/19/2018 06/20/2018 5.072 1 180 804.2831605.0001.2 28 X X4.283110.42488.057110.476 765.143111.6 52 X X7.438 1 112 X X6.901 1 10.5 216 X X5.917110.5 56 X X6.901 1 10.5 172 X X6.300765.917194 94???90 907.1005211.800164 6411.8001845.000885.0901Special Detail Sheet 2C-7Special Detail Sheet 2C-7 Park_____ DATE: 3/26/2018s_____ DATE: 3/26/201843+25RT SD 15076+25LT SD 150L 81+75 83+75 ASU 12 50 100 30082+25LT AND RT SD 500L 89+75 94+75 ASU 12 350 600 1000113+25LT AND RT SD 600L 177+25 180+25 ASU 12 200 350 650236+25LT AND RT SD 400L 220+25 222+25 ASU 12 200 375 600248+75LT AND RT SD 1000L 223+25 224+75 ASU 12 150 250 400253+25LT AND RT SD 450L 242+75 246+75 ASU 12 600 1100 2000257+75LT AND RT SD 500L 251+25 253+25 ASU 12 200 400 60016+50LT AND RT SD 350Y613+75 15+75 ASU 12 100 100 200Y13 20+25 22+75 ASU 12 100 175 400SD 2000TOTAL LF:6100ASU 12 1000 1500 3000TOTAL CY/TONS/SY:2950 4950 9150** 0 0*ASU = Aggregate Subgraden*AST = Aggregate StabilizationL24+00.00 29+50.00 LT 2322.00200+25 ± 2.5:1 202+75 ± LT 2 1 1400L37+00.00 39+00.00 LT 844.00229+75 ± 2.5:1 231+75 ± LT 2 1 550L48+75.00 50+25.00 LT 767.00231+25 ± 2.5:1 232+75 ± RT 2 1 600L48+75.00 49+75.00 RT 622.00L57+75.00 62+50.00 RT 2428.00TOTAL SY:2550L66+25.00 67+25.00 RT 622.00L105+00.00 108+50.00 LT 1906.00rap if riprap class is not shown for rock plating location.L107+00.00 109+00.00 RT 756.00L112+75.00 115+25.00 RT 1528.00L127+25.00 129+00.00 LT, RT 833.00L134+75.00 137+50.00 LT, RT 2750.00L155+00.00 158+00.00 LT, RT 2467.00L165+25.00 169+00.00 RT 1875.00L200+25.00 203+00.00 LT 1161.00L201+25.00 204+00.00 RT 978.00L230+00.00 232+25.00 LT 625.0021+72.62 22+21.96 LT475.22L230+00.00 232+50.00 RT 778.0028+72.13 29+70.04 CL70478.22SUMMARY OF SUBSURFACE DRAINAGETINGENCY**Total square yards of "Geotextile for Soil Stabilization" is only the estimated quantity for ASU/AST and may only represent a portion ofthe geotextile quantity shown in the Item Sheets of the Proposal.SUMMARY OF AGGREGATE SUBGRADE/STABILIZATIONCONTINGENCYStationStationLocationLT/RT/CLDrain Type*UD/BD/SDLFGeotextilefor SoilStabilizationSYAggregateType*ASU/AST3G-1StationAggregateThicknessINCHESShallowUndercutCYSHEET NO.PROJECT NO.R-3825BStabilizerAggregateTONSClass IVAggregateStabilizationTONSClass IVSubgradeStabilizationTONS(3-26-18)STATE OF NORTH CAROLINADIVISION OF HIGHWAYSLINERockPlatingSYSUMMARY OF GEOTEXTILE FOR PAVEMENT STABILIZATIONSUMMARY OF ROCK PLATINGLINEgApprox.StationEndingSlope(H:V)Approx.StationLocationLT/RTRockPlatingDetail No.1/2/3/4RiprapClass*1/2/BSYStation StationLocationLT/RT/CLLength orAreaStation Station OFFSET SYSUMMARY OF PAVEMENT REMOVAL