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Home My WebLink About20210561 Ver 1_Iredell _136 Permit Drawings_REV2_20210312SHEET 1 OF 9 PERMIT DRAWING V =MPH FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$See Sheet 1A For Index of Sheets 1800-E Associates Lane, Charlotte NC, 28217 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 50 25 50 50 25 50 10 5 10 20 100 100 VICINITY MAP (N.T.S.) RURAL LOCAL DUAL ALEX M. FITZPATRICK Consulting Engineers VAUGHN & MELTONPROJECT LENGTH JOHN C. LANSFORD, PE 60 GRADING, PAVING, DRAINAGE AND STRUCTURE RIGHT OF WAY DATE: LETTING DATE: =ADT 5502021Fourth C reek Creek Windy Hill Acres Lake DamTreebarkRd.Rd. Rd. P isg ah Cowles RandolphRd.Rd. KerrFarmLoop Abner Rd.PersimmonRd. Levan St. Windy Hill Rd. C ulpe p per Rd.RiversideRd.Fa r mh o u s e Rd.FinkRd.TrinityRd.BeckmanRd.WestonRd. C oac h ma n Rd.Hallmark Rd.CoveGapRd.Mi d wa y Rd. Cloer LibertyHillRd.G F F F G G F G GTrinity United Meth Ch Yadkin Bapt Ch Mt Vernon A.M.E.Z. Ch Keaton Grove Bapt Ch Victory Independent Bapt Ch Bright Light Bapt Ch St Joseph Bapt Ch F Midway United Meth Ch FClio Ch Snow Creek Meth Ch South Yadkin South Riv er Yadkin River P isg ah DECEMBER 22, 2020 BRIDGE 136 OVER SOUTH YADKIN RIVER ON SR 1561 LIBERTY HILL ROAD SOUTH YADKIN RIVERTO SR 1571TO SR 1554 -L- SR 1561 LIBERTY HILL ROAD -L- STA. 11+20.00 BEGIN PROJECT DF17112.2049802 -L- STA. 17+05.00 END PROJECT DF17112.2049802PROJECT: DF17112.2049802LENGTH OF ROADWAY PROJECT DF17112.2049802 = 0.059 MI LENGTH OF STRUCTURE PROJECT DF17112.2049802 = 0.052 MI TOTAL LENGTH OF PROJECT DF17112.2049802 = 0.111 MI LOCATION PROJECT Charlotte, North Carolina 423 467 8401 865 546 5800 864 574 4775 704 357 0488 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3590 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 828 253 2796 Asheville, NCRaleigh, NC IREDELL COUNTY DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SUB REGIONAL TIER DECEMBER 22, 2020 * TTST =6%ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA-L- STA. 12+80+/- BEGIN BRIDGE 136 -L- STA. 15+53+/- END BRIDGE 136 STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1DF17112.2049802 WETLAND AND SURFACE WATER IMPACTS INCOMPLETE PLANS NOTE: ORIGINAL EDGE OF WATER (OEW) (OEW) "ORIGINAL EDGE OF WATER"BRIDGE COLLAPSED BRIDGE COLLAPSED2018 STANDARD SPECIFICATIONS 1575 1571 1571 1558 1564 1562 1569 1658 1569 1572 1909 19581962 1957 1557 1556 1690 20071559 1559 1560 1554 1554 1554 1554 1554 1623 1555 1960 1552 1553 1561 1561 1905 1554 (115 (115 N A D 83/ N A 2011C C SHEET 2 OF 9 PERMIT DRAWING SHEET NO.PROJECT REFERENCE NO. 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WETLAND AND SURFACE WATER IMPACTS STRUCTURE - No. 136 DF17112.204982 1 3 4 2 REMOVE REMOVE 0 PLANS 40 20 40 80 N A D 83/ N A 20112:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM -L- STA. 11+27 TO STA. 11+75 LT DETAIL 1 B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM -L- STA. 11+35 TO STA. 11+75 RT Fill Slope2:1 or Flatter b=1.0 Ft. d=1.0 Ft. Type of Liner= Class B Rip-Rap b DETAIL 2 Ground Natural ( Not to Scale) TOE PROTECTION d GeotextileNOTE: ORIGINAL EDGE OF WATER (OEW) (OEW) "ORIGINAL EDGE OF WATER" (PILE DRIVING) ACTIVITIES PERCUSSIVE (PILE DRIVING) ACTIVITIES PERCUSSIVE REMOVE (CRANE MATS) APPOX. 262 LINEAR FEET TEMP. ACCESS (HOE RAM) ACTIVITIES PERCUSSIVESTA. 13+50.06STA. 14+50.45 STA. 15+02.38 STA. 12+68.17 STA. 15+64.67 PI Sta 17+64.94 D L = 254.97' T = 128.30' R = 926.00'1015-L- POT Sta. 10+00.00-L- PC Sta. 16+36.65-L- PT Sta. 18+91.62-L- CURVE DATA e = 0.05S 77°16'12" E118.15'E X IST IN G R /W E X IS T IN G R /W EXISTING R/W EXISTING R/W60.00'60.00'SPIKER.R. BM2 BL5 BL8 BM1 BL3 BL1 BL4 BL6 SOUTH YADKIN RIVERLIBERTY HILL RD. L IB E R T Y H IL L R D .CAPPIER CAPPIER BRIDGE COLLAPSED B RI DGE C OL L AP S E D GRGR STEVEN LEE LACKEY, ET AL DB 1660 PG 2086 DAVID BUFORD LACKEY, JR. DB 1397 PG 1062 DB 1145 PG 1587 DB 950 PG 1048 BRENDA S. WARREN JEFFREY A. WARREN AND WIFE , DB 705 PG 735 KATHY H. MOOSE DONNIE R. MOOSE AND WIFE, STEVEN LEE LACKEYN 66°42'33" E109.28'N 56°07'48" E250.35'N 76°11'40" E146.45'SR 1561 SR 1561 BRIDGE COLLAPSEDTREE TO BE REMOVEDTYPE-IIIGREU TL-3 GREU TL-3 TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 EXIST02025025EXIST0202025-L- STA. 11+20.00 BEGIN PROJECT DF17112.2049802 11'11'01000201030504030426.75'+13.3026.75'+64.618:1 8:1 8:12' FDPS 8:102502511'11'3'-4"5'-6"33'22'22'26.75'+83.84NOTE: DO NOT DISTURB TREES -L- STA. 17+50.00 END PROJECT DF17112.2049802 -L- STA. 17+05.00 END CONSTRUCTIONELEV. 823.22SAG -L- STA. 16+01.91TB 2GI0401 0402 SEE DETAIL 1 SPECIAL CUT DITCH 15" CSPSEE DETAIL 2 TOE PROTECTION EST 5 SYGF EST. 1 TONS CL B RIP RAP INV=819.63 TOP=822.73 INV=811.00 +55.00 -L- +00.00 -L- +20.00 -L- 45.00' LT. EX. ROW +00.00 -L- +25.00 -L- +05.00 -L- 40.00' RT. EX. ROW +50.00 -L- +45.00 -L- +90.00 -L- +60.00 -L- +80.00 -L- 50.00' RT. EX. ROW 50.00' RT. +25.00 -L- 65.00' RT. +75.00 -L- +90.79 -L- +36.79 -L- 225.23' RT. +03.23 -L- 346.11' RT. +41.32 -L- 324.96' RT. +91.53 -L- 50.00' RT. 75.00' LT 55.00' LT 80.00' RT. 65.00' RT. 80.00' RT. 168.21' RT.+15.45 -L- 188.01' RT. +13.60 -L- 273.51' RT. 75.00' LT 55.00' LT 55.00' LT. EX. ROW 60.00' RT. 50.00' RT. 60.00' RT. 50.00' RT. +36.65 -L- 50.00' RT. EX. ROW +36.65 -L- +05.00 -L-55.00' LT. EX. ROW 45.00' LT CAUSEWAY PERMIT SITE 1 SEE SHEET 7 FOR PROFILES CAUSEWAY PERMIT SITE 2 C F F F F F F F CF SHEET 3 OF 9 PERMIT DRAWING WOODS SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N A D 83/ N A 20113DF17112.2049802 STRUCTURE - No. 136 WETLAND AND SURFACE WATER IMPACTS 1 3 4 2 REMOVE REMOVE 0 PLANS 40 20 40 80 2:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM -L- STA. 11+27 TO STA. 11+75 LT DETAIL 1 B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM -L- STA. 11+35 TO STA. 11+75 RT Fill Slope2:1 or Flatter b=1.0 Ft. d=1.0 Ft. Type of Liner= Class B Rip-Rap b DETAIL 2 Ground Natural ( Not to Scale) TOE PROTECTION d GeotextileNOTE: ORIGINAL EDGE OF WATER (OEW) (OEW) "ORIGINAL EDGE OF WATER" (PILE DRIVING) ACTIVITIES PERCUSSIVE STA. 15+64.67 (PILE DRIVING) ACTIVITIES PERCUSSIVE STA. 12+68.17 (HOE RAM) ACTIVITIES PERCUSSIVE STA. 15+02.38STA. 13+50.06REMOVE (CRANE MATS) APPOX. 262 LINEAR FEET TEMP. ACCESS STA. 14+50.45 SEE SHEET 7 FOR PROFILES CAUSEWAY PERMIT SITE 2 CAUSEWAY PERMIT SITE 1 PI Sta 17+64.94 D L = 254.97' T = 128.30' R = 926.00'1015-L- POT Sta. 10+00.00-L- PC Sta. 16+36.65-L- PT Sta. 18+91.62-L- CURVE DATA e = 0.05S 77°16'12" E118.15'E X IST IN G R /W E X IS T IN G R /W EXISTING R/W EXISTING R/W60.00'60.00'SPIKER.R. BM2 BL5 BL8 BM1 BL3 BL1 BL4 BL6 SOUTH YADKIN RIVERLIBERTY HILL RD. L IB E R T Y H IL L R D .CAPPIER CAPPIER BRIDGE COLLAPSED B RI DGE C OL L AP S E D GRGR STEVEN LEE LACKEY, ET AL DB 1660 PG 2086 DAVID BUFORD LACKEY, JR. DB 1397 PG 1062 DB 1145 PG 1587 DB 950 PG 1048 BRENDA S. WARREN JEFFREY A. WARREN AND WIFE , DB 705 PG 735 KATHY H. MOOSE DONNIE R. MOOSE AND WIFE, STEVEN LEE LACKEYN 66°42'33" E109.28'N 56°07'48" E250.35'N 76°11'40" E146.45'SR 1561 SR 1561 BRIDGE COLLAPSEDTREE TO BE REMOVEDTYPE-IIIGREU TL-3 GREU TL-3 TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 EXIST02025025EXIST0202025-L- STA. 11+20.00 BEGIN PROJECT DF17112.2049802 11'11'01000201030504030426.75'+13.3026.75'+64.618:1 8:1 8:12' FDPS 8:102502511'11'3'-4"5'-6"33'22'22'26.75'+83.84NOTE: DO NOT DISTURB TREES -L- STA. 17+50.00 END PROJECT DF17112.2049802 -L- STA. 17+05.00 END CONSTRUCTION TB 2GI0401 0402 SEE DETAIL 1 SPECIAL CUT DITCH 15" CSPSEE DETAIL 2 TOE PROTECTION EST 5 SYGF EST. 1 TONS CL B RIP RAP INV=819.63 TOP=822.73 INV=811.00 +55.00 -L- +00.00 -L- +20.00 -L- 45.00' LT. EX. ROW +00.00 -L- +25.00 -L- +05.00 -L- 40.00' RT. EX. ROW +50.00 -L- +45.00 -L- +90.00 -L- +60.00 -L- +80.00 -L- 50.00' RT. EX. ROW 50.00' RT. +25.00 -L- 65.00' RT. +75.00 -L- +90.79 -L- +36.79 -L- 225.23' RT. +03.23 -L- 346.11' RT. +41.32 -L- 324.96' RT. +91.53 -L- 50.00' RT. 75.00' LT 55.00' LT 80.00' RT. 65.00' RT. 80.00' RT. 168.21' RT.+15.45 -L- 188.01' RT. +13.60 -L- 273.51' RT. 75.00' LT 55.00' LT 55.00' LT. EX. ROW 60.00' RT. 50.00' RT. 60.00' RT. 50.00' RT. +36.65 -L- 50.00' RT. EX. ROW +36.65 -L- +05.00 -L-55.00' LT. EX. ROW 45.00' LT C F F F F F F F CF SHEET 4 OF 9 PERMIT DRAWING WOODS SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N A D 83/ N A 20114 STRUCTURE - No. 136 1 3 4 2 REMOVE REMOVE 13+50 14+0013+00 800 810 815 820 825 805 795 TO EL. 811.6' EXCAVATE SLOPE @ C -L- 15' FROM TOE OF GROUND LINE NATURAL W.S EL. 800.2 2:1L DF171112.2049802 WETLAND AND SURFACE WATER IMPACTS 0 PLANS 40 20 40 80 2:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM -L- STA. 11+27 TO STA. 11+75 LT DETAIL 1 B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM -L- STA. 11+35 TO STA. 11+75 RT Fill Slope2:1 or Flatter b=1.0 Ft. d=1.0 Ft. Type of Liner= Class B Rip-Rap b DETAIL 2 Ground Natural ( Not to Scale) TOE PROTECTION d GeotextileNOTE: ORIGINAL EDGE OF WATER (OEW) FILL MATERIAL CLASS II (OEW) "ORIGINAL EDGE OF WATER" PI Sta 17+64.94 D L = 254.97' T = 128.30' R = 926.00'1015-L- POT Sta. 10+00.00-L- PC Sta. 16+36.65-L- PT Sta. 18+91.62-L- CURVE DATA e = 0.05S 77°16'12" E118.15'E X IST IN G R /W E X IS T IN G R /W EXISTING R/W EXISTING R/W60.00'60.00'SPIKER.R. BM2 BL5 BL8 BM1 BL3 BL1 BL4 BL6 SOUTH YADKIN RIVERLIBERTY HILL RD. L IB E R T Y H IL L R D .CAPPIER CAPPIER BRIDGE COLLAPSED GRGR STEVEN LEE LACKEY, ET AL DB 1660 PG 2086 DAVID BUFORD LACKEY, JR. DB 1397 PG 1062 DB 1145 PG 1587 DB 950 PG 1048 BRENDA S. WARREN JEFFREY A. WARREN AND WIFE , DB 705 PG 735 KATHY H. MOOSE DONNIE R. MOOSE AND WIFE, STEVEN LEE LACKEYN 66°42'33" E109.28'N 56°07'48" E250.35' SR 1561 SR 1561 BRIDGE COLLAPSEDTYPE-IIIGREU TL-3 GREU TL-3 TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 EXIST02025025EXIST0202025-L- STA. 11+20.00 BEGIN PROJECT DF17112.2049802 11'11'01000201030504030426.75'+13.3026.75'+64.618:1 8:1 8:12' FDPS 8:102502511'11'3'-4"5'-6"33'22'22'26.75'+83.84NOTE: DO NOT DISTURB TREES -L- STA. 17+50.00 END PROJECT DF17112.2049802 -L- STA. 17+05.00 END CONSTRUCTION TB 2GI0401 0402 SEE DETAIL 1 SPECIAL CUT DITCH 15" CSPSEE DETAIL 2 TOE PROTECTION EST 5 SYGF EST. 1 TONS CL B RIP RAP INV=819.63 TOP=822.73 INV=811.00 +55.00 -L- +00.00 -L- +20.00 -L- 45.00' LT. EX. ROW +00.00 -L- +25.00 -L- +05.00 -L- 40.00' RT. EX. ROW +50.00 -L- +45.00 -L- +90.00 -L- +60.00 -L- +80.00 -L- 50.00' RT. EX. ROW 50.00' RT. +25.00 -L- 65.00' RT. +75.00 -L- +90.79 -L- +36.79 -L- +91.53 -L- 50.00' RT. 75.00' LT 55.00' LT 80.00' RT. 65.00' RT. 80.00' RT. 168.21' RT.+15.45 -L- 188.01' RT. 75.00' LT 55.00' LT 55.00' LT. EX. ROW 60.00' RT. 50.00' RT. 60.00' RT. 50.00' RT. +36.65 -L- 50.00' RT. EX. ROW +36.65 -L- +05.00 -L-55.00' LT. EX. ROW 45.00' LT LOST IN FLOOD STREAMBANK RESTORATION PERMITE SITE 3 STREAMBANK STABILIZATION / RESTORATION SEE SHEET 7 FOR PROFILES C F F F F F F F CF SHEET 5 OF 9 PERMIT DRAWING WOODS SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N A D 83/ N A 20115DF17112.2049802 STRUCTURE - No. 136 WETLAND AND SURFACE WATER IMPACTS 4 31 2 13+50 14+0013+00 800 810 815 820 825 805 795 TO EL. 811.6' EXCAVATE SLOPE @ C -L- 15' FROM TOE OF GROUND LINE NATURAL W.S EL. 800.2 2:1L REMOVE REMOVE NOTE: DO NOT DISTURB TREES 0 PLANS 40 20 40 80 2:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM -L- STA. 11+27 TO STA. 11+75 LT DETAIL 1 B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM -L- STA. 11+35 TO STA. 11+75 RT Fill Slope2:1 or Flatter b=1.0 Ft. d=1.0 Ft. Type of Liner= Class B Rip-Rap b DETAIL 2 Ground Natural ( Not to Scale) TOE PROTECTION d GeotextileNOTE: ORIGINAL EDGE OF WATER (OEW) FILL MATERIAL CLASS II (OEW) "ORIGINAL EDGE OF WATER" LOST IN FLOOD STREAMBANK RESTORATION PERMITE SITE 3 STREAMBANK STABILIZATION / RESTORATION SEE SHEET 7 FOR PROFILES PI Sta 17+64.94 D L = 254.97' T = 128.30' R = 926.00'1015-L- POT Sta. 10+00.00-L- PC Sta. 16+36.65-L- PT Sta. 18+91.62-L- CURVE DATA e = 0.05S 77°16'12" E118.15'E X IST IN G R /W E X IS T IN G R /W EXISTING R/W EXISTING R/W60.00'60.00'SPIKER.R. BM2 BL5 BL8 BM1 BL3 BL1 BL4 BL6 SOUTH YADKIN RIVERLIBERTY HILL RD. L IB E R T Y H IL L R D .CAPPIER CAPPIER BRIDGE COLLAPSED GRGR STEVEN LEE LACKEY, ET AL DB 1660 PG 2086 DAVID BUFORD LACKEY, JR. DB 1397 PG 1062 DB 1145 PG 1587 DB 950 PG 1048 BRENDA S. WARREN JEFFREY A. WARREN AND WIFE , DB 705 PG 735 KATHY H. MOOSE DONNIE R. MOOSE AND WIFE, STEVEN LEE LACKEYN 66°42'33" E109.28'N 56°07'48" E250.35' SR 1561 SR 1561 BRIDGE COLLAPSEDTYPE-IIIGREU TL-3 GREU TL-3 TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 EXIST02025025EXIST0202025-L- STA. 11+20.00 BEGIN PROJECT DF17112.2049802 11'11'01000201030504030426.75'+13.3026.75'+64.618:1 8:1 8:1 FULL DEPTH PAVED SHOULDER 2' FDPS 8:102502511'11'3'-4"5'-6"33'22'22'26.75'+83.84NOTE: DO NOT DISTURB TREES -L- STA. 17+50.00 END PROJECT DF17112.2049802 -L- STA. 17+05.00 END CONSTRUCTION TB 2GI0401 0402 SEE DETAIL 1 SPECIAL CUT DITCH 15" CSPSEE DETAIL 2 TOE PROTECTION EST 5 SYGF EST. 1 TONS CL B RIP RAP INV=819.63 TOP=822.73 INV=811.00 +55.00 -L- +00.00 -L- +20.00 -L- 45.00' LT. EX. ROW +00.00 -L- +25.00 -L- +05.00 -L- 40.00' RT. EX. ROW +50.00 -L- +45.00 -L- +90.00 -L- +60.00 -L- +80.00 -L- 50.00' RT. EX. ROW 50.00' RT. +25.00 -L- 65.00' RT. +75.00 -L- +90.79 -L- +91.53 -L- 50.00' RT. 75.00' LT 55.00' LT 80.00' RT. 65.00' RT. 80.00' RT. 168.21' RT.+15.45 -L- 188.01' RT. 75.00' LT 55.00' LT 55.00' LT. EX. ROW 60.00' RT. 50.00' RT. 60.00' RT. 50.00' RT. +36.65 -L- 50.00' RT. EX. ROW +36.65 -L- +05.00 -L-55.00' LT. EX. ROW 45.00' LT C F F F F F F F CF SHEET 6 OF 9 PERMIT DRAWING o L PROFILE (HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10') PROPOSED GRADE LOWEST CHORD L LOCAL SCOUR 100 YR @ C BRIDGE LOW CHORD SLOPE 1.5:1 LT. TOB RT. TOB EXISTING GROUND (02/08/21) NWSEL=800.2' C ELEV. = 823.57' SKEW = 90 WITH SPILL-THRU ABUTMENTS 3 @ 90' 33" BOX BEAM BRIDGE -L- STA. 14+16.42 WSEL = 813.5' PROPSED 25-YR5/14/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PI = 11+75.00 EL = 824.65' (-)1.8238%(-)0.3512% VC = 95' PI = 16+05.00 EL = 823.14' (-)0.3512%(+)0.4029% VC = 90' K=119K=63 2:1 SLOPE RESTORATION STREAMBANK EST. 1075 CY EXCAVATE TO ELEV. 811.6' 790 800 810 820 830 790 800 810 820 830 790 800 810 820 830 790 800 810 820 830 10 11 12 13 14 15 16 17 18 19 DF17112.204982 7 = 500+ BASE HW ELEVATION BASE DISCHARGE BASE FREQUENCY FT = 10 = 0.141 = .039 DESIGN FREQUENCY Sta. 17+05DESIGN DISCHARGE DESIGN FREQUENCY CFS YRS YRS OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY DRAINAGE AREA DESIGN DISCHARGE PIPE HYDRAULIC DATA AC YRS CFS = 7200 = 25 = 813.5 = 9900 = 100 = 815.1 = 28792 = 823.5 = 800.2 = Feb. 08, 2021 SHEET 7 OF 9 PERMIT DRAWING SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 6DF17112.2049802 STRUCTURE - No. 136 SHEET 8 OF 9 PERMIT DRAWING SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 8DF17112.2049802 STRUCTURE - No. 136 SHEET 9 OF 9 PERMIT DRAWING SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 9DF17112.2049802 STRUCTURE - No. 136