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Home My WebLink About20190531 Ver 2_401 Request Attachment_20210630505050 505050 60606 060 60606060 6060606060606060606060 60 606060606 060 606 06060 REVISIONS8/17/994 SHEET NO.PROJECT REFERENCE NO. R/W SHEET NO. BRIDGE 320064 ENGINEERING ETHERILLW CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 12 13 14 15 16 17 18 19 20 60 30 36 42 48 54 66 72 78 78 30 36 42 48 54 60 66 72 B-6002 FINAL PLANS T 15" RCP 15" RCPEXISTING R/WEXISTING R/W18’ PAVEDWOODSWOODS CULTIVATED FIELDWOODS WOODS WOODS WOODS b I20’ PAVED T O WN C REE K TOWN CREEK20’ PAVED WOODS CU LTIVATED FIELD 6" PLASTICNAD 83 NA 2011INV=58.28’ INV=58.39’ N. FOUNTAIN RD. SR 1109 CHURCH RD. FAITH BAPTIST SR 1126 NC 43TEMPERANCE HALL RD.TO SR 1124 DAVISTOWN MERCER RD. TO SR 1003 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W BAPTIST CHURCH RD.SR 1126 FAITH STA. 14+90.00BEGIN BRIDGESTA. 16+05.00END BRIDGEELEV. = 56.3’ NWS ELEV. = 55.8’ W.S. ON 4/17/18 L o PI = 15+50.43 EL = 64.90’ (+)1.1454%(-)1.1351% VC = 150’ K = 66 PI = 18+50.80 EL = 61.49’ (-)1.1351% (-)0.6500% VC = 78’ K = 161 EL. 62.72STA. 13+60.00& MILLINGBEGIN GRADE EL. 61.24STA. 18+90.00& MILLINGEND GRADEDS = 40MPH DS = 60MPH+STA. 14+03.00END MILLINGSTA. 17+50.00BEGIN MILLING0.8051% GRADE EXIST -0.4073% GRADE EXIST 4’0" CAPS 1@45’ 21" CS, 1@70’ 24" CS SKEW = 90 C ELEV = 64.47’ STA. 15+47.5 -L- GRADE ROADWAY EXISTING ROADWAY GRADE PROPOSED NG LEFTNG RIGHT ELEV. = 57’ EXCAVATE TO KEY-IN 3.5’ CL II RIP RAP NG RIGHT NG LEFT KEY-IN 3.5’ CL II RIP RAP ELEV. = 57’ EXCAVATE TO BRIDGE EXISTING REMOVE TO BE REMOVED EXISTING (2) 10’x6’ RCBC -L-STA. 11+70 OT OCCURS @ SAG W.S. = 62.4’ PROP. 100YR. W.S. = 60.8’ PROP. 25YR. 100 YR SCOUR THEORETICAL ABUTMENTS REMOVE EXISTING CHORD LOWEST LOW ABUTMENTS REMOVE EXISTING TO BE REMOVED EXISTING 8’x6’ RCBC BURIED ONE FOOT PROPOSED 1 @ 12’ X 5’ RCBC 1 1 2 2 NC GRIDNAD 83 NA 2011= 3500 = 60.8 = 62.4 = 61.1 = 4/17/18 = 55.8 = 3725 +/- DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 100 BRIDGE HYDRAULIC DATA = 5100 = 25 + EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP EXCAVATION PROPOSED EXCAVATION PROPOSED 16+37.00 STA. 16+17.06 (LT, RT) TO END STA. BEGIN SHOULDER BERM GUTTER 14+77.94 STA. 14+44.00 (LT, RT) TO END STA. BEGIN SHOULDER BERM GUTTER NOTE: EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP BOX CULVERT REMOVE EXISTING (TYPICAL) W/ GEOTEXTILE CLASS I RIP RAP (TYPICAL) W/ GEOTEXTILE CLASS I RIP RAP Fill Slope2:1 or Flatter b= 4.0 Ft. d= 1.0 Ft. Type of Liner= Class B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile STA 13+55 TO STA. 13+75 -L- RT STA 13+04 TO STA. 13+28 -L- RT STA 13+58 TO STA. 13+75 -L- LT STA 13+00 TO STA. 13+15 -L- LT STA 16+15 TO STA. 16+80 -L- LT, RT SHEET 2 OF 4 PERMIT DRAWING WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * GRAPHIC SCALE 0’60’60’ MECH CLEARINGMECH CLEARING FILL IN WETLAND WETLAND FILL IN WETLAND FILL IN WETLAND TEMP. FILL IN WETLAND TEMP. FILL IN T T FILL IN WETLAND DENOTES TEMPORARY HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN SURFACE WATERS IMPACTS IN SURFACE WATERS IMPACTS IN TS TS WATER IMPACTS IN SURFACE DENOTES TEMPORARY MORE THAN 50 OF THE CHANNEL. A TIME AND MUST NOT BLOCK ALLOWED TO BE IN PLACE AT NOTE: ONLY ONE WORKPAD IS F F F F F F F F F C F C F F F F C C F F F F F F F F F F F F REVISIONS8/17/994 SHEET NO.PROJECT REFERENCE NO. R/W SHEET NO. BRIDGE 320064 ENGINEERING ETHERILLW CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 12 13 14 15 16 17 18 19 20 60 30 36 42 48 54 66 72 78 78 30 36 42 48 54 60 66 72 B-6002 FINAL PLANS T 15" RCP 15" RCPEXISTING R/WEXISTING R/W18’ PAVEDWOODSWOODS CULTIVATED FIELDWOODS WOODS WOODS WOODS b I20’ PAVED T O WN C REE K TOWN CREEK20’ PAVED WOODS CU LTIVATED FIELD 6" PLASTICNAD 83 NA 2011INV=58.28’ INV=58.39’ N. FOUNTAIN RD. SR 1109 CHURCH RD. FAITH BAPTIST SR 1126 NC 43TEMPERANCE HALL RD.TO SR 1124 DAVISTOWN MERCER RD. TO SR 1003 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W BAPTIST CHURCH RD.SR 1126 FAITH STA. 14+90.00BEGIN BRIDGESTA. 16+05.00END BRIDGEELEV. = 56.3’ NWS ELEV. = 55.8’ W.S. ON 4/17/18 L o PI = 15+50.43 EL = 64.90’ (+)1.1454%(-)1.1351% VC = 150’ K = 66 PI = 18+50.80 EL = 61.49’ (-)1.1351% (-)0.6500% VC = 78’ K = 161 EL. 62.72STA. 13+60.00& MILLINGBEGIN GRADE EL. 61.24STA. 18+90.00& MILLINGEND GRADEDS = 40MPH DS = 60MPH+STA. 14+03.00END MILLINGSTA. 17+50.00BEGIN MILLING0.8051% GRADE EXIST -0.4073% GRADE EXIST 4’0" CAPS 1@45’ 21" CS, 1@70’ 24" CS SKEW = 90 C ELEV = 64.47’ STA. 15+47.5 -L- GRADE ROADWAY EXISTING ROADWAY GRADE PROPOSED NG LEFTNG RIGHT ELEV. = 57’ EXCAVATE TO KEY-IN 3.5’ CL II RIP RAP NG RIGHT NG LEFT KEY-IN 3.5’ CL II RIP RAP ELEV. = 57’ EXCAVATE TO BRIDGE EXISTING REMOVE TO BE REMOVED EXISTING (2) 10’x6’ RCBC -L-STA. 11+70 OT OCCURS @ SAG W.S. = 62.4’ PROP. 100YR. W.S. = 60.8’ PROP. 25YR. 100 YR SCOUR THEORETICAL ABUTMENTS REMOVE EXISTING CHORD LOWEST LOW ABUTMENTS REMOVE EXISTING TO BE REMOVED EXISTING 8’x6’ RCBC BURIED ONE FOOT PROPOSED 1 @ 12’ X 5’ RCBC 1 1 2 2 NC GRIDNAD 83 NA 2011= 3500 = 60.8 = 62.4 = 61.1 = 4/17/18 = 55.8 = 3725 +/- DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 100 BRIDGE HYDRAULIC DATA = 5100 = 25 + EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP EXCAVATION PROPOSED EXCAVATION PROPOSED 16+37.00 STA. 16+17.06 (LT, RT) TO END STA. BEGIN SHOULDER BERM GUTTER 14+77.94 STA. 14+44.00 (LT, RT) TO END STA. BEGIN SHOULDER BERM GUTTER NOTE: EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP BOX CULVERT REMOVE EXISTING (TYPICAL) W/ GEOTEXTILE CLASS I RIP RAP (TYPICAL) W/ GEOTEXTILE CLASS I RIP RAP Fill Slope2:1 or Flatter b= 4.0 Ft. d= 1.0 Ft. Type of Liner= Class B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile STA 13+55 TO STA. 13+75 -L- RT STA 13+04 TO STA. 13+28 -L- RT STA 13+58 TO STA. 13+75 -L- LT STA 13+00 TO STA. 13+15 -L- LT STA 16+15 TO STA. 16+80 -L- LT, RT SHEET 3 OF 4 PERMIT DRAWING WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * GRAPHIC SCALE 0’60’60’ MECH CLEARINGMECH CLEARING FILL IN WETLAND WETLAND FILL IN WETLAND FILL IN WETLAND TEMP. FILL IN WETLAND TEMP. FILL IN T T FILL IN WETLAND DENOTES TEMPORARY HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN SURFACE WATERS IMPACTS IN SURFACE WATERS IMPACTS IN TS TS WATER IMPACTS IN SURFACE DENOTES TEMPORARY MORE THAN 50 OF THE CHANNEL. A TIME AND MUST NOT BLOCK ALLOWED TO BE IN PLACE AT NOTE: ONLY ONE WORKPAD IS F F F F F F F F F C F C F F F F C C F F F F F F F F F F F F HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 14+90 to 17+001@45 1@70 Cored Slab0.02 0.02 0.09 0.01 < 0.01 0.04 33 TOTALS*: 0.02 0.02 0.09 0.01 < 0.01 0.04 33 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 4OF 4 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSEDGECOMBE 64SF-320064B-6002NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS6/29/2021