20190230 Ver 6_401 Request Attachment_20210617 (2)

NEAR-VERTICAL SIDE SLOPESBARE EARTH BOTTOM, STABLENOTE: 4 FT BASE DITCH, 2 FT DEEPC Proposed DitchC Proposed DitchC Proposed DitchSlopeDitchFrontSlopeDitchFrontSlopeFillExist. ChannelSlopeDitchFrontSlopeFillGEOTEXTILESlopeFillGeotextileSlopeFillSlopeFillGEOTEXTILE1.5'EXIST TOBEXIST CHANNELOHWGeotextileGroundNaturalGeotextileGroundNaturalGeotextileDEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPEST. 14 S.Y. GEOTEXTILE FABRICEST. 5 TONS CLASS B RIP RAPEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPM ATCH LIN E SEE SH EET 21 -L- STA. 279+50.00
M ATCHLIN E SEE SHEET 23 -L- STA. 293+50.00 HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.22R-2582A02-JUN-2021 16:0334_R-2582A_Rdy_psh_22_REV.dgnpatrick.hartnett 8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSINCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONSCALE0'100'100'SHEET 34 OF 53PERMIT DRAWINGWETLANDDENOTES FILL INFFCLEARINGDENOTES MECHANIZED***********TSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INSHEET 36 OF 53SEE ENLARGMENTSEE SHEET 47 FOR -L- PROFILEMTLMTLMTLMTL10' SOIL15" RCPCUL1CUL2CUL3CUL4CUL5CUL6CE1HW1CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2PAVED GUTTER CONC GUTTERWOODSWOODSWOODSWOODS130.00'EXISTING R/WEXISTING R/WS 40°54'37" WS 52°05'23" E40.01'EIRN 40°58'06" E
80.03'EIR0.28'N 47°24'59" E
96.64'
S 85°43'49" W146.46'
N 77°42'54" WS 15°07'13" W
73.81'S 13°02'09" E58.86'S 82°12'28" E
43.37'S 11°03'21" E27.35'S 15°05'03" WKATHERINE ROBINSON, TRUSTEEDB 755 PG 192DB 755 PG 192KATHERINE S. ROBINSON, TRUSTEEPB 37 PG 153DB 894 PG 696ELNORA T. TURNER , et virCURTIS R. TURNER, JRNO DEED-BL- 38 US 158 26' BSTUS 158 26' BST31.32'+12.63102.63'+25.85T8" PVC84848786-L- CS Sta. 283+46.67-L- ST Sta. 286+46.67280+00
285+00
290+00
-L--L--L- STA 286+38.00BEGIN CULVERT-L- STA 286+64.69END CULVERT-L- 283+00BEGIN ROCK PLATING-L- 284+75END ROCK PLATINGSEE DETAIL 32SPECIAL CUT V-DITCH2GI2GI2GI2GIFSFSFSFS2GI2GISTA. 284+45 -L- RTBEGIN SBGSTA. 288+00 -L- RTEND SBG15" Median Ditch( Not to Scale)FALSE SUMPSS=Ditch Slopeetc.GIL2'DDDitch GradeLLDitch Grade0.0% To 2.0%Over 2.0% To 4.0%20'30'Over 4.0% To 6.0%Over 6.0%40'50'9"20'L (See Chart Below)-L- STA. 289+78 M-L- STA. 283+22 MDETAIL 20:110:1LS=Ditch SlopeS( Not to Scale)FALSE SUMP2'DETAIL Traffic FlowOutside Ditch1.0' M ax.0.5' M in.etc.GI-L- STA. 289+88 RTSEE DETAIL 14SPECIAL CUT V-DITCHLSetc.GI10:120:1( Not to Scale)FALSE SUMP2.0'-L- STA. 283+22 RTDETAIL Traffic FlowOutside Ditch1.0' M ax0.5' M in.S=Ditch SlopeFlatter
4:1 orD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 293+00 TO STA. 297+50 LTDETAIL 32Min. D=1.5 Ft.GroundNaturalFlatter
4:1 orDFlatter3:1 or VAR.( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 276+50 TO STA. 282+00 LTDETAIL 14Min. D=1.5 Ft.GroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH3:1DFROM -L- STA. 291+00 TO STA. 294+00 RTMin. D=1.5 Ft.DETAIL 1GroundNaturalFlatter
4:1 or SEE DETAIL 56LATERAL 4' BASE DITCHSEE DETAIL 64W/ CL B RIP RAPLATERAL 2' BASE DITCHSEE DETAIL 30W/ CL B RIP RAPSPECIAL LATERAL V-DITCH24"15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III 1
5"
15" RCP-III 2:1( Not to Scale)BGroundNaturalDETAIL AFLOOD BENCH @ INLET2:12:1
2:1d
GroundNatural1 FTKEY-INb1 FTKEY-INELEV. 71.37ELEV. 72.372:1( Not to Scale)BGroundNaturalDETAIL BFLOOD BENCH @ OUTLET2:12:1
2:1d
GroundNatural1 FTKEY-INb1 FTKEY-INGEOTEXTILE FABRICELEV. 71.10ELEV. 72.10FABRICGEOTEXTILEFill SlopeProposed Roadway b2:1dD( Not to Scale)BCHANNEL CHANGE (LOOKING UPSTREAM) 1"/Ft.FROM STA. 286+70 RT. TO STA. 287+50 RT.GroundNaturalDETAIL Cb= 10 Ft. (MIN. BERM WIDTH)B= VARIES 7 Ft. TO 12 Ft.Max. d= 1.5 Ft.Min. D= 4 Ft.2:1ON BANKS ONLY FOR LIMITS SHOWNMATERIAL; CLASS I RIPRAP LINERType of Liner= NATIVE BED SKEW=77OTRIPLE 8'x7' RCBCFlatter4:1 orD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 290+00 TO STA. 291+00 RTFROM -L- STA. 267+00 TO STA. 283+00 RTDETAIL 32Min. D=1.5 Ft.GroundNaturalSEE DETAIL 32SPECIAL CUT V-DITCHFROM -L- STA. 305+70 TO STA. 307+74 RTFROM -L- STA. 301+50 TO STA. 307+70 LTFROM -L- STA. 291+00 TO STA. 294+00 RTssss= 0.005 ft/ftb= 0 Ft.-8 Ft. Var.B= 7Ft.d= Min. 1 Ft.s= 0.0003 ft/ftb= 0Ft - 9Ft Var.B= 6Ft - 8Ft. Vard= Min. 1 Ft.bsbEXISTING DITCH LINETIE PROPOSED DITCH TOFLOOD BENCH CROSS SLOPE (S)=0.5%DDE = 1750 CYEST. 250 SY GEOTEXTILE FABRICEST. 90 TONS CLASS I RIP RAPFLOOD BENCH CROSS SLOPE (S)=0.03%DDE = 300 CYEST. 160 SY GEOTEXTILE FABRICEST. 50 TONS CLASS I RIP RAPBench (typ.)FloodplainBench (typ.)FloodplainSEE DETAIL A@ INLETFLOOD BENCHSEE DETAIL B@ OUTLETFLOOD BENCH(SEE DETAIL C)STREAM ALIGNMENT75 LF PROPOSEDFILL LIMITNATIVE MATERIALSEE DETAIL 5LATERAL 2' BASE DITCHSEE DETAIL 32SPECIAL CUT V-DITCHREMOVESEE DETAIL 1SPECIAL LATERAL V-DITCHDRAINGRADE TOSEE DETAIL 63TOE PROTECTION15"2GIELBELBOWS
ELBELBOWSELB( Not to Scale)LATERAL BASE DITCH3:1DBbd3:1
1"/Ft.DETAIL 64b=5 Ft.B=2 Ft.Max. d=1 Ft.Min. D=1 Ft.*When B is < 6.0'Geotextile = 102 SYEst. = 46 Tons of CL. B Rip-RapGroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCHDd3:1FROM -L- STA. 287+50 TO STA. 293+00 LTDETAIL 30Max. d=1.5 Ft.Min. D=1.5 Ft.Geotextile = 668 SYEst. = 451 Tons of CL. B Rip-RapFlatter
4:1 orGroundNaturalDDE = 64 CYFROM -L- STA. 286+40 TO STA. 287+50 LT( Not to Scale)3:13:1DBbLATERAL BASE DITCH1"/Ft.DDE = 2055 CYFROM -L- STA. 283+67 TO STA. 284+75 RTDETAIL 56b=5 Ft.B=4 Ft.Min. D=2 Ft.Ground Natural( Not to Scale)3:13:1DBbLATERAL BASE DITCH1"/Ft.DDE = 131 CYFROM -L- STA. 287+70 TO STA. 289+00 RTDETAIL 5b=5 Ft.B=2 Ft.Min. D=1 Ft.Ground NaturalSEE DETAIL 89STABILIZATIONSTREAMBANK( Not to Scale)STREAMBANK STABLIZATION ALONG STREAMBANK STA 286+70 RT -L-12 TONS CL I Rip-Rap 17 SY GEOTEXTILE, 41 FEET Type of Liner = DETAIL 89LLENGTH = 172'-6"PROP. TRIPLE 8' X 7' RCBC C -L- STA. 286+51CCCCCCCCCCCCFFDETAIL 838.21HW SEE STANDARDSEE DETAIL 91TOE PROTECTIONSEE DETAIL 90TAIL BASE DITCHSTANDARD 4'54" RCP-III BURIED 1.0'
3:13:1D( Not to Scale)STANDARD TAIL BASE DITCHBdDDE = 18 CYFROM -L- STA. 286+09 LTB= 4 Ft.Max. d= 2 Ft.Min. D= 2 Ft.Geotextile = 62 SYEst. = 33 Tons of CL. 1 Rip-RapExcavationFlood BenchGround/NaturalSlope= 0.014 ft/ftExcavationFlood BenchGround/NaturalDETAIL 90FROM -L- STA. 284+75 TO STA. 286+38 RTFill Slope
3:1 or Flatterb=3 Ft.d=1 Ft.Geotextile = 107 SYEst. = 48 Tons of CL. B Rip-RapbDETAIL 63( Not to Scale)TOE PROTECTIONdFROM -L- STA. 284+72 TO STA. 286+08 LTFill Slope2:1 or Flatterb=3 Ft.d=2 Ft.Geotextile = 109 SYEst. = 49 Tons of CL. B Rip-RapbDETAIL 91( Not to Scale)TOE PROTECTIONdSITE 8SURFACE WATERTEMPORARY IMPACTS IN WATERIN SURFACE TEMPORARY IMPACTS V10 = 1.7 fpsQ10 = 6.1 cfsV10 = 2.5 fpsQ10 = 7.6 cfsSURFACE WATERTEMPORARY IMPACTS IN SURFACE WATERIMPACTS IN FILL LIMITNATIVE MATERIALCCCCCCCCCCCCFFCCCCCCCFFFFFFFFFFFFFCCCCCCCCCCCCFFFFFFFFNAD 83
697070 7071 7171
71 7272
727373
737373737474 747474
747474
74
74
74
75 7575
7575
7575 757
5
75757575757575 757575
7575757575
75757576
767676767676
7676
767676 7676
77
777777777777
77777777777777777878
7878787878787878797979797979 797979
79797979
80
80
8080
808080808080808080808080
80
8080808080
818181818
181
81818181
81818182
82828282828282
8282828282 82
83838383838383 8383838383838383
83
8484848484848484848484
84
84
8485 85 858585 8585 8585 8585
85858585858585858585
858586 8686 8 6
8686868686868
6
8687 87878787878787878787
8787 88888888888888888888
8
8 888989898989 898989898989898989909090909090909090 909090 909090
9090 909090909090909090909090
90
9 0
90
91 919191 91919191919191
91
9191919292
92 92929292929292929292
939393 939393939393939393
93
9393949494 94 94
949494949
4
94 9494949595959595 959595 9595
95959595959595959595
9595
9596 9696969696
9696979797 9797
9797989898989898999999100100100100100100100101101101102102102103103104105105105106106 NEAR-VERTICAL SIDE SLOPESBARE EARTH BOTTOM, STABLENOTE: 4 FT BASE DITCH, 2 FT DEEPC Proposed DitchC Proposed DitchC Proposed DitchSlopeDitchFrontSlopeDitchFrontSlopeFillExist. ChannelSlopeDitchFrontSlopeFillGEOTEXTILESlopeFillGeotextileSlopeFillSlopeFillGEOTEXTILE1.5'EXIST TOBEXIST CHANNELOHWGeotextileGroundNaturalGeotextileGroundNaturalGeotextileDEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPEST. 14 S.Y. GEOTEXTILE FABRICEST. 5 TONS CLASS B RIP RAPEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPM ATCH LIN E SEE SH EET 21 -L- STA. 279+50.00
M ATCHLIN E SEE SHEET 23 -L- STA. 293+50.00 HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.22R-2582A02-JUN-2021 16:0435_R-2582A_Rdy_psh_22_REV.dgnpatrick.hartnett 8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSINCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONSEE SHEET 47 FOR -L- PROFILESCALE0'100'100'SHEET 35 OF 53PERMIT DRAWINGTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INCLEARINGDENOTES MECHANIZED***********WETLANDDENOTES FILL INFFSHEET 36 OF 53SEE ENLARGMENTMTLMTLMTLMTL10' SOIL15" RCPCUL1CUL2CUL3CUL4CUL5CUL6CE1HW1CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2PAVED GUTTER CONC GUTTERWOODSWOODSWOODSWOODS130.00'EXISTING R/WEXISTING R/WS 40°54'37" WS 52°05'23" E40.01'EIRN 40°58'06" E
80.03'EIR0.28'N 47°24'59" E
96.64'
S 85°43'49" W146.46'
N 77°42'54" WS 15°07'13" W
73.81'S 13°02'09" E58.86'S 82°12'28" E
43.37'S 11°03'21" E27.35'S 15°05'03" WKATHERINE ROBINSON, TRUSTEEDB 755 PG 192DB 755 PG 192KATHERINE S. ROBINSON, TRUSTEEPB 37 PG 153DB 894 PG 696ELNORA T. TURNER , et virCURTIS R. TURNER, JRNO DEED-BL- 38 US 158 26' BSTUS 158 26' BST31.32'+12.63102.63'+25.85T8" PVC.06.06.05.05.04.04.03.03
.02
.01
.00
.01
.02
.025
.025-L- CS Sta. 283+46.67-L- ST Sta. 286+46.67.025.025
280+00
285+00
290+00
-L--L-CAT-1GREU TL-3GREU TL-3-L- STA 286+38.00BEGIN CULVERT-L- STA 286+64.69END CULVERTGREU TL-3-L- 283+00BEGIN ROCK PLATING-L- 284+75END ROCK PLATING84848786-L- CS Sta. 283+46.67-L- ST Sta. 286+46.67280+00
285+00
290+00
-L--L--L- STA 286+38.00BEGIN CULVERT-L- STA 286+64.69END CULVERT-L- 283+00BEGIN ROCK PLATING-L- 284+75END ROCK PLATINGSEE DETAIL 32SPECIAL CUT V-DITCH2GI2GI2GI2GIFSFSFSFS2GI2GISTA. 284+45 -L- RTBEGIN SBGSTA. 288+00 -L- RTEND SBG15" Median Ditch( Not to Scale)FALSE SUMPSS=Ditch Slopeetc.GIL2'DDDitch GradeLLDitch Grade0.0% To 2.0%Over 2.0% To 4.0%20'30'Over 4.0% To 6.0%Over 6.0%40'50'9"20'L (See Chart Below)-L- STA. 289+78 M-L- STA. 283+22 MDETAIL 20:110:1LS=Ditch SlopeS( Not to Scale)FALSE SUMP2'DETAIL Traffic FlowOutside Ditch1.0' M ax.0.5' M in.etc.GI-L- STA. 289+88 RTSEE DETAIL 14SPECIAL CUT V-DITCHLSetc.GI10:120:1( Not to Scale)FALSE SUMP2.0'-L- STA. 283+22 RTDETAIL Traffic FlowOutside Ditch1.0' M ax0.5' M in.S=Ditch SlopeFlatter
4:1 orD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 293+00 TO STA. 297+50 LTDETAIL 32Min. D=1.5 Ft.GroundNaturalFlatter
4:1 orDFlatter3:1 or VAR.( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 276+50 TO STA. 282+00 LTDETAIL 14Min. D=1.5 Ft.GroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH3:1DFROM -L- STA. 291+00 TO STA. 294+00 RTMin. D=1.5 Ft.DETAIL 1GroundNaturalFlatter
4:1 or SEE DETAIL 56LATERAL 4' BASE DITCHSEE DETAIL 64W/ CL B RIP RAPLATERAL 2' BASE DITCHSEE DETAIL 30W/ CL B RIP RAPSPECIAL LATERAL V-DITCH24"15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III 1
5"
15" RCP-III 2:1( Not to Scale)BGroundNaturalDETAIL AFLOOD BENCH @ INLET2:12:1
2:1d
GroundNatural1 FTKEY-INb1 FTKEY-INELEV. 71.37ELEV. 72.372:1( Not to Scale)BGroundNaturalDETAIL BFLOOD BENCH @ OUTLET2:12:1
2:1d
GroundNatural1 FTKEY-INb1 FTKEY-INGEOTEXTILE FABRICELEV. 71.10ELEV. 72.10FABRICGEOTEXTILEFill SlopeProposed Roadway b2:1dD( Not to Scale)BCHANNEL CHANGE (LOOKING UPSTREAM) 1"/Ft.FROM STA. 286+70 RT. TO STA. 287+50 RT.GroundNaturalDETAIL Cb= 10 Ft. (MIN. BERM WIDTH)B= VARIES 7 Ft. TO 12 Ft.Max. d= 1.5 Ft.Min. D= 4 Ft.2:1ON BANKS ONLY FOR LIMITS SHOWNMATERIAL; CLASS I RIPRAP LINERType of Liner= NATIVE BED SKEW=77OTRIPLE 8'x7' RCBCFlatter4:1 orD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 290+00 TO STA. 291+00 RTFROM -L- STA. 267+00 TO STA. 283+00 RTDETAIL 32Min. D=1.5 Ft.GroundNaturalSEE DETAIL 32SPECIAL CUT V-DITCHFROM -L- STA. 305+70 TO STA. 307+74 RTFROM -L- STA. 301+50 TO STA. 307+70 LTFROM -L- STA. 291+00 TO STA. 294+00 RTssss= 0.005 ft/ftb= 0 Ft.-8 Ft. Var.B= 7Ft.d= Min. 1 Ft.s= 0.0003 ft/ftb= 0Ft - 9Ft Var.B= 6Ft - 8Ft. Vard= Min. 1 Ft.bsbEXISTING DITCH LINETIE PROPOSED DITCH TOFLOOD BENCH CROSS SLOPE (S)=0.5%DDE = 1750 CYEST. 250 SY GEOTEXTILE FABRICEST. 90 TONS CLASS I RIP RAPFLOOD BENCH CROSS SLOPE (S)=0.03%DDE = 300 CYEST. 160 SY GEOTEXTILE FABRICEST. 50 TONS CLASS I RIP RAPBench (typ.)FloodplainBench (typ.)FloodplainSEE DETAIL A@ INLETFLOOD BENCHSEE DETAIL B@ OUTLETFLOOD BENCH(SEE DETAIL C)STREAM ALIGNMENT75 LF PROPOSEDFILL LIMITNATIVE MATERIALSEE DETAIL 5LATERAL 2' BASE DITCHSEE DETAIL 32SPECIAL CUT V-DITCHREMOVESEE DETAIL 1SPECIAL LATERAL V-DITCHDRAINGRADE TOSEE DETAIL 63TOE PROTECTION15"2GIELBELBOWS
ELBELBOWSELB( Not to Scale)LATERAL BASE DITCH3:1DBbd3:1
1"/Ft.DETAIL 64b=5 Ft.B=2 Ft.Max. d=1 Ft.Min. D=1 Ft.*When B is < 6.0'Geotextile = 102 SYEst. = 46 Tons of CL. B Rip-RapGroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCHDd3:1FROM -L- STA. 287+50 TO STA. 293+00 LTDETAIL 30Max. d=1.5 Ft.Min. D=1.5 Ft.Geotextile = 668 SYEst. = 451 Tons of CL. B Rip-RapFlatter
4:1 orGroundNaturalDDE = 64 CYFROM -L- STA. 286+40 TO STA. 287+50 LT( Not to Scale)3:13:1DBbLATERAL BASE DITCH1"/Ft.DDE = 2055 CYFROM -L- STA. 283+67 TO STA. 284+75 RTDETAIL 56b=5 Ft.B=4 Ft.Min. D=2 Ft.Ground Natural( Not to Scale)3:13:1DBbLATERAL BASE DITCH1"/Ft.DDE = 131 CYFROM -L- STA. 287+70 TO STA. 289+00 RTDETAIL 5b=5 Ft.B=2 Ft.Min. D=1 Ft.Ground NaturalSEE DETAIL 89STABILIZATIONSTREAMBANK( Not to Scale)STREAMBANK STABLIZATION ALONG STREAMBANK STA 286+70 RT -L-12 TONS CL I Rip-Rap 17 SY GEOTEXTILE, 41 FEET Type of Liner = DETAIL 89LLENGTH = 172'-6"PROP. TRIPLE 8' X 7' RCBC C -L- STA. 286+51CCCCCCCCCCCCFFDETAIL 838.21HW SEE STANDARDSEE DETAIL 91TOE PROTECTIONSEE DETAIL 90TAIL BASE DITCHSTANDARD 4'54" RCP-III BURIED 1.0'
3:13:1D( Not to Scale)STANDARD TAIL BASE DITCHBdDDE = 18 CYFROM -L- STA. 286+09 LTB= 4 Ft.Max. d= 2 Ft.Min. D= 2 Ft.Geotextile = 62 SYEst. = 33 Tons of CL. 1 Rip-RapExcavationFlood BenchGround/NaturalSlope= 0.014 ft/ftExcavationFlood BenchGround/NaturalDETAIL 90FROM -L- STA. 284+75 TO STA. 286+38 RTFill Slope
3:1 or Flatterb=3 Ft.d=1 Ft.Geotextile = 107 SYEst. = 48 Tons of CL. B Rip-RapbDETAIL 63( Not to Scale)TOE PROTECTIONdFROM -L- STA. 284+72 TO STA. 286+08 LTFill Slope2:1 or Flatterb=3 Ft.d=2 Ft.Geotextile = 109 SYEst. = 49 Tons of CL. B Rip-RapbDETAIL 91( Not to Scale)TOE PROTECTIONdSITE 8SURFACE WATERTEMPORARY IMPACTS IN WATERIN SURFACE TEMPORARY IMPACTS V10 = 1.7 fpsQ10 = 6.1 cfsV10 = 2.5 fpsQ10 = 7.6 cfsSURFACE WATERTEMPORARY IMPACTS IN SURFACE WATERIMPACTS IN FILL LIMITNATIVE MATERIALCCCCCCCCCCCCFFCCCCCCCFFFFFFFFFFFFFCCCCCCCCCCCCFFFFFFFFNAD 83
NEAR-VERTICAL SIDE SLOPESBARE EARTH BOTTOM, STABLENOTE: 4 FT BASE DITCH, 2 FT DEEPDEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPEST. 14 S.Y. GEOTEXTILE FABRICEST. 5 TONS CLASS B RIP RAPEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPEST. 7 S.Y. GEOTEXTILE FABRICEST. 2 TONS CLASS B RIP RAPSCALE0'50'50'CLEARINGDENOTES MECHANIZED***********WETLANDDENOTES FILL INFFSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SHEET 36 OF 53PERMIT DRAWINGHYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.22R-2582A02-JUN-2021 16:0536_R-2582A_SITE8_REV.dgnpatrick.hartnett 8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSINCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONCLEARINGDENOTES MECHANIZED***********WETLANDDENOTES FILL INFFSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SITE 8MTLMTLMTLMTLCUL1CUL2CUL3CUL4CUL5CUL6CE1HW1CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2WOODS130.00'EXISTING R/WEXISTING R/WN 47°24'59" E
96.64'
S 85°43'49" W146.46'S 15°07'13" W
73.81'S 13°02'09" E58.86'S 82°12'28" E
43.37'S 11°03'21" E27.35'S 15°05'03" WKATHERINE ROBINSON, TRUSTEEDB 755 PG 192DB 755 PG 192KATHERINE S. ROBINSON, TRUSTEE-BL- 38 US 158 26' BSTUS 158 26' BST31.32'+12.63102.63'+25.858" PVC.06.06.05.05.04.04.03.03
.02
.01
.00
.01
.02
.025
.025-L- CS Sta. 283+46.67-L- ST Sta. 286+46.67CAT-1GREU TL-3-L- STA 286+38.00BEGIN CULVERT-L- STA 286+64.69END CULVERTGREU TL-3-L- 283+00BEGIN ROCK PLATING-L- 284+75END ROCK PLATING84-L- CS Sta. 283+46.67-L- ST Sta. 286+46.67-L- STA 286+38.00BEGIN CULVERT-L- STA 286+64.69END CULVERT-L- 283+00BEGIN ROCK PLATING-L- 284+75END ROCK PLATING2GI2GIFSFS2GI2GISTA. 284+45 -L- RTBEGIN SBGSTA. 288+00 -L- RTEND SBGSEE DETAIL 56LATERAL 4' BASE DITCHSEE DETAIL 64W/ CL B RIP RAPLATERAL 2' BASE DITCH24"15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III SKEW=77OTRIPLE 8'x7' RCBCEXISTING DITCH LINETIE PROPOSED DITCH TOSEE DETAIL B@ OUTLETFLOOD BENCH(SEE DETAIL C)STREAM ALIGNMENT75 LF PROPOSEDFILL LIMITNATIVE MATERIALSEE DETAIL 5LATERAL 2' BASE DITCHSEE DETAIL 63TOE PROTECTION15"2GIELBELBOWS
SEE DETAIL 89STABILIZATIONSTREAMBANKLLENGTH = 172'-6"PROP. TRIPLE 8' X 7' RCBC C -L- STA. 286+51CCCCFFDETAIL 838.21HW SEE STANDARDSEE DETAIL 91TOE PROTECTIONSEE DETAIL 90TAIL BASE DITCHSTANDARD 4'54" RCP-III BURIED 1.0'SURFACE WATERTEMPORARY IMPACTS IN WATERIN SURFACE TEMPORARY IMPACTS V10 = 2.5 fpsQ10 = 7.6 cfsSURFACE WATERTEMPORARY IMPACTS IN SURFACE WATERIMPACTS IN CCCCFFFFFFFFFFFFFFCCCCCFFFFFFFFNAD 83
00001010101020203030404050506060707080809090100100110110120120130130140140150150160160170170180180190190200200210210220220230230240240250250260260270270280280290290Office of:Prepared in the NC FIRM LICENSE No: P-0339(919) 732-6676 (FAX)[phone]Hillsborough, NC 27278504 Meadowlands Drive02-JUN-2021 16:0538_R-2582A_Hyd_prm _Xpl.dgnpatrick.hartnett
PROJ. REFERENCE NO.SHEET NO.0808090907070283+50.00808090907070284+00.00808090907070284+50.00808090907070285+00.00808090907070285+50.00808090907070286+00.00R-2582A-L-510SHEET 38 OF 53PERMIT DRAWING382:1
STANDARD SPECIAL DETAILUTILIZE NCDOT ROCK PLATINGWLB83.276:15.143:10.05984.63END UNDERCUT -L- STA. 283+75 +/-2:1P
L
ATI
NGR
OC
K2:1
STANDARD SPECIAL DETAILUTILIZE NCDOT ROCK PLATINGWLB82.126:15.337:10.04984.252:1P
L
ATI
NGR
OC
K2:1
STANDARD SPECIAL DETAILUTILIZE NCDOT ROCK PLATINGWLB6:15.541:10.03984.012:1P
L
ATI
NGR
OC
K74.842:1
VAR.WLB78.796:15.689:10.02983.87VAR.
2:1
74.8474.122:1
VAR.WLB78.286:15.778:10.01983.862:1
VAR.74.122:1
73.40VAR.WLB77.216:15.818:10.00983.992:1
VAR.73.40