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Home My WebLink About20180080 Ver 1_B-4662 Buffer Permit Drawings_20180118SITE 1 BUFFER IMPACTS PERMIT SHEET _3_ OF _8_ BUFFER DRAWING 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$VICINITY MAP RIGHT OF WAY DATE: PROJECT ENGINEER LETTING DATE: Prepared in the Office of: 0 ROADWAY DESIGN ENGINEER SIGNATURE: STATE PROJECT REFERENCE NO.ART ME NN ASO H DEPTOF TRA SPORTTIONTATEOFNRTCARO LI NACONTRACT:TIP PROJECT: PROJECT DESIGNER CLAUDETTE M.K. ROQUE, PE 50 25 50 See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets 100 502550 10 20 100 510 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RAMEY KEMP Transportation Engineers Phone: 919-872-5115 - www.rameykemp.com 5808 Faringdon Place, Suite 100 - Raleigh, North Carolina 27609 ASSOCIATES, INC. & NC License No. C-0910 TO HOPKINS TO BUNN10+00 15+00 20+00 KAYLA M. POULOS, EI B-4662 B-4662WAKE COUNTYFRANKLIN COUNTYWAKE COUNTYF RANKLIN COUNTYOCTOBER 2017 NCDOT CONTACT: GRADING, PAVING, DRAINAGE, & STRUCTURES W A K E C OUN TY C OUN T Y F R A N K L IN PE, UTIL.38457.1.2 BRZ-2308 (5) FOWLER ROAD SR 2308 -L-HENRY BAKER ROAD SR 1726-L-MOCCASIN CREEK= = ADT ADT 2040 2013 LENGTH ROADWAY PROJECT B-4662 = 0.249 MILES LENGTH STRUCTURE PROJECT B-4662 = 0.014 MILES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III BRIDGE NO. 196 OVER MOCCASIN CREEK SR 2308 (FOWLER RD) & SR 1726 (HENRY BAKER RD) AT PH: 919-733-4699 DIVISION 5 - BRIDGE PROGRAM MANAGER LISA GILCHRIST, EI TOTAL LENGTH PROJECT B-4662 = 0.263 MILES WAKE & FRANKLIN COUNTIES 4 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PROJECT SITE FUNC CLASS = LOCAL SUB-REGIONAL TIER V = 35 MPH DUAL 3%* TTST =2% DHV = 12%* 400 900 D = 60% T = 5%* DETOUR ROUTE JUNE 2018 DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED OF 35 MPH** ** 1001 2309 2335 2408 2309 2334 2308 2309 2308 5407 5420 5419 2309Duk es Lake Dukes Lake Johns Church St.Rd. Rd. Rd.CassaroLn.CarolLake DrFairwaySportland Dr.FowlerRd.Dr.Country Club Rd.1727 1726 Fu r ne y Pe a r c e Rd.Rd.Henry Baker -L- POT STA. 10+00.00 BEGIN TIP PROJECT B-4662 -L- POT STA. 23+90.00 END TIP PROJECT B-4662 17BP.5.R.99 R / W, CONST. 2018 STANDARD SPECIFICATIONS DATE: 9/14/2017 SUBMITTAL: R/ W PLANS TYP. 20' TYP. 20' TYP. 20' TYP.10'10'27'-10"20'20'10'10' 20' 2 0'10'10'-L- POT STA. 16+20.33 BEGIN BRIDGE -L- POC STA. 16+92.58 END BRIDGE NAD 1983 NA 2 0 1 1 GRAPHIC SCALE 0'50'100'150'50' SITE 1 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET _4_ OF _8_ BUFFER DRAWING V10= 0.69 FPS V10= 0.70 FPS V10= 1.87 FPS V10= 0.62 FPS COLLAR 2 4 " COLLAR 2 4 " STANDARD BASE DITCH SEE DETAIL A TB 2GI 7 SY GEOTEXTILE EST. 2 TONS CL B RIP RAP 15"STA. 16+13 -L-LT APPROACH SLAB STA. 15+70 TO PROP. SBG 0401 0402 SPECIAL CUT DITCH SEE DETAIL B REPLACE REMOVE/ SPECIAL LAT. BASE DITCH SEE DETAIL E TO LAT. BASE DITCH TIE ROADWAY DITCH GRASSED SWALE SPECIAL LATERAL SEE DETAIL I SPEC. LAT. GRASSED SWALE TIE ROADWAY DITCH TO TO SPEC. CUT DITCH TIE EX. DITCH SPECIAL CUT DITCH SEE DETAIL B 21 SY GEOTEXTILE EST. 10 TONS CL B RIP RAP 10 SY GEOTEXTILE EST. 3 TONS CL B RIP RAP FALSE SUMP SEE DETAIL F FS ENERGY DISSIPATOR PAD SEE DETAIL G REMOVE 15"0403 04040405 0406 0407 0408 0409 0410 7 SY GEOTEXTILE EST. 2 TONS CL B RIP RAP SPECIAL CUT DITCH SEE DETAIL B DITCH DITCH TO EX. TIE SPEC. CUT ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 17+19 TO STA. 17+51 -L- LT DETAIL H Grade Ditch 1.5' GEOTEXTILE Geotextile= 31sy Type of Liner= 22 TONS,CL II Rip-Rap 10'min. 1.0'min. 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d EST. 12 TONS 25 SY. GEOTEXTILE S=5.0%, L=25', DDE=5 C.Y. STA. 11+05 -L- LT DETAIL A B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner=CL. B Rip-Rap Geotextile 20:1 10:1 LS=Ditch Slope S ( Not to Scale) FALSE SUMP DETAIL F Traffic Flow Outside Ditch 1.0'MINSTA. 13+00 -L- LT C Proposed Ditch (STRUCTURE PAY ITEM) ELEVATION (TYP.) TO SHOULDER POINT CLASS II RIP RAP (TYP.) EST. 85 C.Y. EXCAVATION TO EL. 278.0' STRUCTURE UNCLASSIFIED RIP RAP ROCK PLATING 17+50 -L- LT CL. II STA. 16+97 TO STA. 1.5:1 SLOPE FROM TBDETAIL G GEOTEXTILE GROUND PLAN VIEW PROFILE VIEW ENERGY DISSIPATOR PAD PAD DISSIPATOR ( Not to Scale) 1.0' L Geotextile= 23sy Type of Liner=15 TONS CL I Rip-Rap L= 20' FROM STA. 17+65 TO STA. 17+85 -L- RT 10ft 2:1 2:1 CUT IN 1FT FLOW 10' ( Not to Scale) ROADWAY DITCH D d 2:1FROM STA. 18+50 TO STA. 22+50 -L- RT FROM STA. 20+00 TO STA. 22+00 -L- LT DETAIL D Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= CL. B Rip-Rap Slope Fill Flatter4:1 or Ground Natural Geotextile ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 3: 1 FROM STA. 10+50 TO STA. 11+00 -L- RT FROM STA. 17+51 TO STA. 20+00 -L- LT DETAIL C Max. d= 1.0 Ft. Min. D= 0.7 Ft. Type of Liner= CLASS B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+35 TO STA. 13+00 -L- LT FROM STA. 22+50 TO STA. 23+50 -L- RT FROM STA. 14+50 TO STA. 14+80 -L- RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 18" RCP-IV 291 SY GEOTEXTILE 98 TONS CL. B RIP-RAP W/CL. B RIP RAP ROADWAY DITCH SEE DETAIL D 307 SY GEOTEXTILE 97 TONS CL. B RIP-RAP 'V' DITCH SPECIAL LATERAL SEE DETAIL C d 2: 1 B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH 109 SY GEOTEXTILE 39 TONS CL. B RIP-RAP FROM STA. 17+85 TO STA. 18+50 -L- RT Slope Fill DETAIL E B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= CLASS B Rip-Rap Ground Natural Geotextile 582 SY GEOTEXTILE 195 TONS CL. B RIP-RAP W/CL. B RIP RAP ROADWAY DITCH SEE DETAIL D 71 SY GEOTEXTILE 23 TONS CL. B RIP-RAP SPECIAL LATERAL 'V' DITCH SEE DETAIL C ( Not to Scale) DETAIL K 2' GEOTEXTILE 1.0'min. RAP BANK STABILIZATION SEE DETAIL H CL. II RIP 4CY PIPE CLEANOUT 3'min. Geotextile= 25sy Type of Liner=31 TONS, CL II Rip-Rap 35 SY GEOTEXTILE EST. 31 TONS TO TOP OF BANK BANK STABILIZATION CL. II RIP RAP SEE DETAIL K BANK STABILIZATION 5 SY GEOTEXTILE EST. 10 TONS TO TOP OF BANK BANK STABILIZATION CL. II RIP RAP SEE DETAIL K EST 80SY GEOTEXTILE EST 36 TON STA 11+20 - 13+15 -L -RT TOE PROTECTION SEE DETAIL J EST 33SY GEOTEXTILE EST 15 TON STA 15+15 - 16+05 -L- RT TOE PROTECTION SEE DETAIL J EST 31SY GEOTEXTILE EST 14 TON STA 17+00 - 17+70 -L- RT TOE PROTECTION SEE DETAIL J ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 17+00 TO STA. 17+70 -L- RT FROM STA. 15+00 TO STA. 16+05 -L- RT FROM STA. 11+20 TO STA. 13+15 -L- RT DETAIL J Type of Liner= CL B Rip-Rap d= 1.0Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE FROM STA. 16+37 TO STA. 16+45 -L- 12 13 14 35 36 37 T T RUINS 1' ROCK WALL W 15" RCP 24" RCP 9' BST CONC WALK PVT LT 2S FD WD CONC BARN 12' SOILSTONE WALLS REMAINS OF INV=283.81' INV=284.74' INV=282.04' INV=284.36' EIP RCP 15" GATE CABLE 18' BST 20' BST AREA ROCKY SR 2308 FOWLER RD SR 1726 HENRY BAKER RD EXISTING R/W EXISTING R/W60.00' WOODS WOODS WOODS WOODS WOODS WOODS MOCCASIN CREEK-BL- 102-BL- 101-BL- 1002 3 F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY WAKE COUNTY 0.06'R/W TO EI PROCK EXISTING R/W EXISTING R/W 60.00'b b b DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2004 PG 225 (FRANKLIN CO.) DB 10956 PG 1632 (WAKE CO.) PB 2003 PG 1594 (WAKE CO.) 3 BETSY BAKER SMITH REVOCABLE TRUST DB 1420 PG 346 (FRANKLIN CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 10956 PG 1629 (WAKE CO.) PB 2003 PG 1595 (WAKE CO.) INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL DB 949 PG 908 (FRANKLIN CO.) DB 1287 PG 138 (FRANKLIN CO.) PB 2003 PG 1594 (WAKE CO.) DB 10956 PG 1632 (WAKE CO.) PB 2004 PG 225 (FRANKLIN CO.) DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2003 PG 1595 (WAKE CO.) DB 10956 PG 1629 (WAKE CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 1420 PG 346 (FRANKLIN CO.) BETSY BAKER SMITH REVOCABLE TRUST 2 RDDUKES LAKETO SAUDER WAY TO CONSTRUCTION INC. DRIVER REALTY AND DB 16716 PG 137 (WAKE CO.) BM 2016 PG 2047 (WAKE CO.) 4 EIP N 36°37'29" E 221.74' EIP S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36' EIP WOODS PORCH 1SFD CONC.RCP 15" GRASS WELLS 53°21'52" EPI Sta 11+77.42 D L = 224.41' T = 112.79' R = 900.00' PI Sta 17+74.14 D L = 223.18' T = 115.00' R = 375.00' PI Sta 21+77.21 D L = 281.25' T = 147.61' R = 375.00' -L- e = 0.04e = 0.04 15+00 20+00 -L- POT St a. 10+00.00-L- PC St a. 10+64.63-L- PT Sta. 12+89.04-L- PC Sta. 16+59.14- L- P T Sta. 18 +82.3 1 - L- P C Sta. 20+29.60 -L- PT Sta. 23+10.85-L- POT Sta. 23+98.85DS = 45 mph DS = 35 mph DS = 35 mph e = 0.03 Runoff = 60 Runoff = 80 Runoff = 80 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED HENRY RD BAKER -L- FOWLER RD -L-+10.00TYP.+95.002 ' FDPS 2 ' FDPS 2' FDPS 2' FDPS 20' TYP. + 5 5.6 4 +24.1820' TYP. 20' TYP. 8:1 8:1 8:1 8:1 8:18:1 8:1 8:1 +69.04DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 10'10'27'-10"20'20'10'10' 20' 2 0'10'10'TIE TO EXIST. -L- POT STA. 10+00.00 BEGIN TIP PROJECT B-4662 SHEET 2A-1 DETAIL ON MILLING SEE INCIDENTAL SHEET 2A-1 DETAIL ON MILLING SEE INCIDENTAL TIE TO EXIST. -L- POT STA. 23+90.00 END TIP PROJECT B-4662 -L- POC STA. 16+92.58 END BRIDGE -L- POT STA. 16+20.33 BEGIN BRIDGE -L- POT STA. 16+09.50 BEGIN APPROACH SLAB -L- POC STA. 17+03.30 END APPROACH SLAB MILL REMNANTS DO NOT DISTURB BAKER MILL SITE GREU TYPE TL-3 (TYP.) 79 ' + /- TRANSITION 65' +/- TRANSITION TYPE-III TYPE-III TYPE-III SHOP CURVED TYPE-III DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 1 2 2 1 CHORD CHORD 4 T T RUINS 1' ROCK WALL W 15" RCP 24" RCP 9' BST CONC WALK PVT LT 2S FD WD CONC BARN 12' SOILSTONE WALLS REMAINS OF INV=283.81' INV=284.74' INV=282.04' INV=284.36' EIP RCP 15" GATE CABLE 18' BST 20' BST AREA ROCKY SR 2308 FOWLER RD SR 1726 HENRY BAKER RD EXISTING R/W EXISTING R/W60.00' WOODS WOODS WOODS WOODS WOODS WOODS MOCCASIN CREEK-BL- 102-BL- 101-BL- 1002 3 F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY WAKE COUNTY 0.06'R/W TO EI PROCK EXISTING R/W EXISTING R/W 60.00'b b b DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2004 PG 225 (FRANKLIN CO.) DB 10956 PG 1632 (WAKE CO.) PB 2003 PG 1594 (WAKE CO.) 3 BETSY BAKER SMITH REVOCABLE TRUST DB 1420 PG 346 (FRANKLIN CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 10956 PG 1629 (WAKE CO.) PB 2003 PG 1595 (WAKE CO.) INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL DB 949 PG 908 (FRANKLIN CO.) DB 1287 PG 138 (FRANKLIN CO.) PB 2003 PG 1594 (WAKE CO.) DB 10956 PG 1632 (WAKE CO.) PB 2004 PG 225 (FRANKLIN CO.) DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2003 PG 1595 (WAKE CO.) DB 10956 PG 1629 (WAKE CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 1420 PG 346 (FRANKLIN CO.) BETSY BAKER SMITH REVOCABLE TRUST 2 RDDUKES LAKETO SAUDER WAY TO CONSTRUCTION INC. DRIVER REALTY AND DB 16716 PG 137 (WAKE CO.) BM 2016 PG 2047 (WAKE CO.) 4 EIP N 36°37'29" E 221.74' EIP S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36' EIP WOODS PORCH 1SFD CONC.RCP 15" GRASS WELLS 53°21'52" E4 OF THE BRIDGE TO THE PAVEMENT SKETCH SHOWING THE RELATIONSHIP BRIDGE APPROACH SLAB EXISTING. WITH 5' MIN. RADII; OTHERWISE MATCH NOTE: USE 12' MIN. WIDTH DRIVEWAYS FOR -L- PROFILE SEE SHEET 5 DESIGN EXCEPTION FOR DESIGN SPEED OF 35 MPHREVISIONS $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RAMEY KEMP Transportation Engineers www.rameykemp.com Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place, Suite 100 ASSOCIATES, INC. & NC License No. C-0910 F. A. PROJ. NO.DESCRIPTIONSTATE PROJ. NO. SHEET NO.PROJECT REFERENCE NO. B-4662 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER 38457.1.2 17BP.5.R.99 BRZ-2308 (5)PE, UTIL. R / W, CONST.N/A GREU TYPE TL-3 -L- STA. 16+92.58 END BRIDGE -L- STA. 16+20.33 BEGIN BRIDGE 15" C C F C F F C C C F F C F C C F F C F NAD 1983 NA 2011 NAD 1983 NA 2011 GRAPHIC SCALE 0'50'100'150'50' SITE 1 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET _5_ OF _8_ BUFFER DRAWING V10= 0.69 FPS V10= 0.70 FPS V10= 1.87 FPS V10= 0.62 FPS COLLAR 2 4 " COLLAR 2 4 " STANDARD BASE DITCH SEE DETAIL A TB 2GI 7 SY GEOTEXTILE EST. 2 TONS CL B RIP RAP 15"STA. 16+13 -L-LT APPROACH SLAB STA. 15+70 TO PROP. SBG 0401 0402 SPECIAL CUT DITCH SEE DETAIL B REPLACE REMOVE/ SPECIAL LAT. BASE DITCH SEE DETAIL E TO LAT. BASE DITCH TIE ROADWAY DITCH GRASSED SWALE SPECIAL LATERAL SEE DETAIL I SPEC. LAT. GRASSED SWALE TIE ROADWAY DITCH TO TO SPEC. CUT DITCH TIE EX. DITCH SPECIAL CUT DITCH SEE DETAIL B 21 SY GEOTEXTILE EST. 10 TONS CL B RIP RAP 10 SY GEOTEXTILE EST. 3 TONS CL B RIP RAP FALSE SUMP SEE DETAIL F FS ENERGY DISSIPATOR PAD SEE DETAIL G REMOVE 15"0403 04040405 0406 0407 0408 0409 0410 7 SY GEOTEXTILE EST. 2 TONS CL B RIP RAP SPECIAL CUT DITCH SEE DETAIL B DITCH DITCH TO EX. TIE SPEC. CUT ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 17+19 TO STA. 17+51 -L- LT DETAIL H Grade Ditch 1.5' GEOTEXTILE Geotextile= 31sy Type of Liner= 22 TONS,CL II Rip-Rap 10'min. 1.0'min. 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d EST. 12 TONS 25 SY. GEOTEXTILE S=5.0%, L=25', DDE=5 C.Y. STA. 11+05 -L- LT DETAIL A B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner=CL. B Rip-Rap Geotextile 20:1 10:1 LS=Ditch Slope S ( Not to Scale) FALSE SUMP DETAIL F Traffic Flow Outside Ditch 1.0'MINSTA. 13+00 -L- LT C Proposed Ditch (STRUCTURE PAY ITEM) ELEVATION (TYP.) TO SHOULDER POINT CLASS II RIP RAP (TYP.) EST. 85 C.Y. EXCAVATION TO EL. 278.0' STRUCTURE UNCLASSIFIED RIP RAP ROCK PLATING 17+50 -L- LT CL. II STA. 16+97 TO STA. 1.5:1 SLOPE FROM TBDETAIL G GEOTEXTILE GROUND PLAN VIEW PROFILE VIEW ENERGY DISSIPATOR PAD PAD DISSIPATOR ( Not to Scale) 1.0' L Geotextile= 23sy Type of Liner=15 TONS CL I Rip-Rap L= 20' FROM STA. 17+65 TO STA. 17+85 -L- RT 10ft 2:1 2:1 CUT IN 1FT FLOW 10' ( Not to Scale) ROADWAY DITCH D d 2:1FROM STA. 18+50 TO STA. 22+50 -L- RT FROM STA. 20+00 TO STA. 22+00 -L- LT DETAIL D Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= CL. B Rip-Rap Slope Fill Flatter4:1 or Ground Natural Geotextile ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 3: 1 FROM STA. 10+50 TO STA. 11+00 -L- RT FROM STA. 17+51 TO STA. 20+00 -L- LT DETAIL C Max. d= 1.0 Ft. Min. D= 0.7 Ft. Type of Liner= CLASS B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+35 TO STA. 13+00 -L- LT FROM STA. 22+50 TO STA. 23+50 -L- RT FROM STA. 14+50 TO STA. 14+80 -L- RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 18" RCP-IV 291 SY GEOTEXTILE 98 TONS CL. B RIP-RAP W/CL. B RIP RAP ROADWAY DITCH SEE DETAIL D 307 SY GEOTEXTILE 97 TONS CL. B RIP-RAP 'V' DITCH SPECIAL LATERAL SEE DETAIL C d 2: 1 B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH 109 SY GEOTEXTILE 39 TONS CL. B RIP-RAP FROM STA. 17+85 TO STA. 18+50 -L- RT Slope Fill DETAIL E B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= CLASS B Rip-Rap Ground Natural Geotextile 582 SY GEOTEXTILE 195 TONS CL. B RIP-RAP W/CL. B RIP RAP ROADWAY DITCH SEE DETAIL D 71 SY GEOTEXTILE 23 TONS CL. B RIP-RAP SPECIAL LATERAL 'V' DITCH SEE DETAIL C ( Not to Scale) DETAIL K 2' GEOTEXTILE 1.0'min. RAP BANK STABILIZATION SEE DETAIL H CL. II RIP 4CY PIPE CLEANOUT 3'min. Geotextile= 25sy Type of Liner=31 TONS, CL II Rip-Rap 35 SY GEOTEXTILE EST. 31 TONS TO TOP OF BANK BANK STABILIZATION CL. II RIP RAP SEE DETAIL K BANK STABILIZATION 5 SY GEOTEXTILE EST. 10 TONS TO TOP OF BANK BANK STABILIZATION CL. II RIP RAP SEE DETAIL K EST 80SY GEOTEXTILE EST 36 TON STA 11+20 - 13+15 -L -RT TOE PROTECTION SEE DETAIL J EST 33SY GEOTEXTILE EST 15 TON STA 15+15 - 16+05 -L- RT TOE PROTECTION SEE DETAIL J EST 31SY GEOTEXTILE EST 14 TON STA 17+00 - 17+70 -L- RT TOE PROTECTION SEE DETAIL J ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 17+00 TO STA. 17+70 -L- RT FROM STA. 15+00 TO STA. 16+05 -L- RT FROM STA. 11+20 TO STA. 13+15 -L- RT DETAIL J Type of Liner= CL B Rip-Rap d= 1.0Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE FROM STA. 16+37 TO STA. 16+45 -L- 12 13 14 35 36 37 T T RUINS 1' ROCK WALL W 15" RCP 24" RCP 9' BST CONC WALK PVT LT 2S FD WD CONC BARN 12' SOILSTONE WALLS REMAINS OF INV=283.81' INV=284.74' INV=282.04' INV=284.36' EIP RCP 15" GATE CABLE 18' BST 20' BST AREA ROCKY SR 2308 FOWLER RD SR 1726 HENRY BAKER RD EXISTING R/W EXISTING R/W60.00' WOODS WOODS WOODS WOODS WOODS WOODS MOCCASIN CREEK-BL- 102-BL- 101-BL- 1002 3 F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY WAKE COUNTY 0.06'R/W TO EI PROCK EXISTING R/W EXISTING R/W 60.00'b b b DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2004 PG 225 (FRANKLIN CO.) DB 10956 PG 1632 (WAKE CO.) PB 2003 PG 1594 (WAKE CO.) 3 BETSY BAKER SMITH REVOCABLE TRUST DB 1420 PG 346 (FRANKLIN CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 10956 PG 1629 (WAKE CO.) PB 2003 PG 1595 (WAKE CO.) INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL DB 949 PG 908 (FRANKLIN CO.) DB 1287 PG 138 (FRANKLIN CO.) PB 2003 PG 1594 (WAKE CO.) DB 10956 PG 1632 (WAKE CO.) PB 2004 PG 225 (FRANKLIN CO.) DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2003 PG 1595 (WAKE CO.) DB 10956 PG 1629 (WAKE CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 1420 PG 346 (FRANKLIN CO.) BETSY BAKER SMITH REVOCABLE TRUST 2 RDDUKES LAKETO SAUDER WAY TO CONSTRUCTION INC. DRIVER REALTY AND DB 16716 PG 137 (WAKE CO.) BM 2016 PG 2047 (WAKE CO.) 4 EIP N 36°37'29" E 221.74' EIP S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36' EIP WOODS PORCH 1SFD CONC.RCP 15" GRASS WELLS 53°21'52" EPI Sta 11+77.42 D L = 224.41' T = 112.79' R = 900.00' PI Sta 17+74.14 D L = 223.18' T = 115.00' R = 375.00' PI Sta 21+77.21 D L = 281.25' T = 147.61' R = 375.00' -L- e = 0.04e = 0.04 15+00 20+00 -L- POT St a. 10+00.00-L- PC St a. 10+64.63-L- PT Sta. 12+89.04-L- PC Sta. 16+59.14- L- P T Sta. 18 +82.3 1 - L- P C Sta. 20+29.60 -L- PT Sta. 23+10.85-L- POT Sta. 23+98.85DS = 45 mph DS = 35 mph DS = 35 mph e = 0.03 Runoff = 60 Runoff = 80 Runoff = 80 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED HENRY RD BAKER -L- FOWLER RD -L-+10.00TYP.+95.002 ' FDPS 2 ' FDPS 2' FDPS 2' FDPS 20' TYP. + 5 5.6 4 +24.1820' TYP. 20' TYP. 8:1 8:1 8:1 8:1 8:18:1 8:1 8:1 +69.04DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 10'10'27'-10"20'20'10'10' 20' 2 0'10'10'TIE TO EXIST. -L- POT STA. 10+00.00 BEGIN TIP PROJECT B-4662 SHEET 2A-1 DETAIL ON MILLING SEE INCIDENTAL SHEET 2A-1 DETAIL ON MILLING SEE INCIDENTAL TIE TO EXIST. -L- POT STA. 23+90.00 END TIP PROJECT B-4662 -L- POC STA. 16+92.58 END BRIDGE -L- POT STA. 16+20.33 BEGIN BRIDGE -L- POT STA. 16+09.50 BEGIN APPROACH SLAB -L- POC STA. 17+03.30 END APPROACH SLAB MILL REMNANTS DO NOT DISTURB BAKER MILL SITE GREU TYPE TL-3 (TYP.) 79 ' + /- TRANSITION 65' +/- TRANSITION TYPE-III TYPE-III TYPE-III SHOP CURVED TYPE-III DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 1 2 2 1 CHORD CHORD 4 T T RUINS 1' ROCK WALL W 15" RCP 24" RCP 9' BST CONC WALK PVT LT 2S FD WD CONC BARN 12' SOILSTONE WALLS REMAINS OF INV=283.81' INV=284.74' INV=282.04' INV=284.36' EIP RCP 15" GATE CABLE 18' BST 20' BST AREA ROCKY SR 2308 FOWLER RD SR 1726 HENRY BAKER RD EXISTING R/W EXISTING R/W60.00' WOODS WOODS WOODS WOODS WOODS WOODS MOCCASIN CREEK-BL- 102-BL- 101-BL- 1002 3 F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY WAKE COUNTY 0.06'R/W TO EI PROCK EXISTING R/W EXISTING R/W 60.00'b b b DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2004 PG 225 (FRANKLIN CO.) DB 10956 PG 1632 (WAKE CO.) PB 2003 PG 1594 (WAKE CO.) 3 BETSY BAKER SMITH REVOCABLE TRUST DB 1420 PG 346 (FRANKLIN CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 10956 PG 1629 (WAKE CO.) PB 2003 PG 1595 (WAKE CO.) INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL DB 949 PG 908 (FRANKLIN CO.) DB 1287 PG 138 (FRANKLIN CO.) PB 2003 PG 1594 (WAKE CO.) DB 10956 PG 1632 (WAKE CO.) PB 2004 PG 225 (FRANKLIN CO.) DB 1420 PG 349 (FRANKLIN CO.) CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST PB 2003 PG 1595 (WAKE CO.) DB 10956 PG 1629 (WAKE CO.) PB 2004 PG 226 (FRANKLIN CO.) DB 1420 PG 346 (FRANKLIN CO.) BETSY BAKER SMITH REVOCABLE TRUST 2 RDDUKES LAKETO SAUDER WAY TO CONSTRUCTION INC. DRIVER REALTY AND DB 16716 PG 137 (WAKE CO.) BM 2016 PG 2047 (WAKE CO.) 4 EIP N 36°37'29" E 221.74' EIP S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36' EIP WOODS PORCH 1SFD CONC.RCP 15" GRASS WELLS 53°21'52" E4 OF THE BRIDGE TO THE PAVEMENT SKETCH SHOWING THE RELATIONSHIP BRIDGE APPROACH SLAB EXISTING. WITH 5' MIN. RADII; OTHERWISE MATCH NOTE: USE 12' MIN. WIDTH DRIVEWAYS FOR -L- PROFILE SEE SHEET 5 DESIGN EXCEPTION FOR DESIGN SPEED OF 35 MPHREVISIONS $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RAMEY KEMP Transportation Engineers www.rameykemp.com Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place, Suite 100 ASSOCIATES, INC. & NC License No. C-0910 F. A. PROJ. NO.DESCRIPTIONSTATE PROJ. NO. SHEET NO.PROJECT REFERENCE NO. B-4662 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER 38457.1.2 17BP.5.R.99 BRZ-2308 (5)PE, UTIL. R / W, CONST.N/A GREU TYPE TL-3 -L- STA. 16+92.58 END BRIDGE -L- STA. 16+20.33 BEGIN BRIDGE 273274274 275275275 275276276276276277 277277277277 278 278 278278279279279279279 280 280 280 280 280280 280 28028028 0280280 281 28 1 281 281 28128 1 28 1 28 1 28 1282 28228 2 282282283 283 283 283284 284 2 84 284 28428 4 285 285 285 285 285 285285 285285286 286 28628 6 2862862 87287 287 287287 287 288 288 288288288289 289 28928928928 9 290 290 290 290 290290290290291291291291 291 292292292 292 293293293 294294294 295 29529 5 295295295 295 296296296296 2972972972972982982982982992992 99299 3003003003 0 0 300300 300 301301 302302 3033033033043 0 4 305305305305305306306 306307307 30830931031031131131231215" C C F C F F C C C F F C F C C F F C F NAD 1983 NA 2011 NAD 1983 NA 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED B-4662 4 SITE 1 ENLARGEMENT N.T.S. ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET _6_ OF _8_ BUFFER DRAWING TB 2GI 15"0401 0402 TBTOE PROTECTION DETAIL J STONE WALLS REMAINS OF RCP 15" AREA ROCKY WOODS WOODS MOCCASIN CREEK-BL- 101ROCK 15+00 HENRY RD BAKER-L-+95.008:1 8:1 8:110'10'27'-10"20'20' -L- POC STA. 16+92.58 END BRIDGE -L- POT STA. 16+20.33 BEGIN BRIDGE -L- POT STA. 16+09.50 BEGIN APPROACH SLAB -L- POC STA. 17+03.30 END APPROACH SLAB MILL REMNANTS DO NOT DISTURB GREU TYPE TL-3 (TYP.) TYPE-III TYPE-III TYPE-III SHOP CURVED TYPE-III CHORD STONE WALLS REMAINS OF RCP 15" AREA ROCKY WOODS WOODS MOCCASIN CREEKROCK +95.008:1 8:1 8:110'10'27'-10"20'20' -L- POC STA. 16+92.58 END BRIDGE -L- POT STA. 16+20.33 BEGIN BRIDGE -L- POT STA. 16+09.50 BEGIN APPROACH SLAB -L- POC STA. 17+03.30 END APPROACH SLAB MILL REMNANTS DO NOT DISTURB GREU TYPE TL-3 (TYP.) TYPE-III TYPE-III TYPE-III SHOP CURVED TYPE-III 273274274 275275275 27527627627627 6277 277277277277 278 278 278278279279279279280 280 280 280280 28028 028028 0 281 28 1 28128 1 28 1 28 1 28 1282 282282283 283 285 C F F C F C F ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 1 1@70' 24" CSU 16+20.33/16+92.58 L X 1821 1821 15+75/16+20.3 -L-X 673 1168 2060 16+92.6/18+15 -L-X 1905 1234 3134 TOTAL:4400 2402 7016 0 0 0 0 0 Rev. SEP 2016 IMPACT RIPARAIN BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOWABLE MITIGABLE BUFFER REPLACEMENT SHEET 7 OF 8 PROJECT: WBS 17BP.5.R.99 (B-4662) DATE: 01/09/2018 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY Rev. May 2006 ZONE 2 (ft2) 1 16+20.33/16+92.58 L 1376 855 TOTAL:1376 855 WETLANDS IN BUFFER IMPACTS SUMMARY SHEET 8 OF 8 PROJECT: WBS 17BP.5.R.99 (B-4662) DATE: 01/09/2018 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY WETLANDS IN BUFFERS SITE NO. STATION (FROM/TO) Rev. Jan 2009