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Home My WebLink About20210404 Ver 1_Meeting Request Review Doc Attachment_20210219 STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT:$$DATE$$$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DIVISION 7 OFF-SITE DETOUR DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 90% PLANS TIP PROJECT: 17BP.7.R.12717BP.7.R.127 DIVISION OF HIGHWAYS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 GUILFORD COUNTY V = 35 MPH ADT 2025 = 9800 ADT 2013 = 4900 MINOR ARTERIAL SUB REGIONAL TIER 2018 STANDARD SPECIFICATIONS Prepared in the Office of Mott MacDonald for TOTAL LENGTH TIP PROJECT = 0.244 MILES LENGTH STRUCTURE TIP PROJECT = 0.029 MILES LENGTH ROADWAY TIP PROJECT = 0.215 MILES LOCATION: BRIDGE NO. 67 OVER WEST FORK DEEP RIVER ON SR 1523/1538 (DEEP RIVER ROAD) www.mottmac.com (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 7621 Purfoy Road, Suite 115 ELENI RIGGS, PE Corporation 1541 1536 1619 1543 1620 1660 1657 1689 1540 1523 1536 1349 1486 1332 1536 1536 1658 1545 1692 1523 1539 1539 4106 1648 1697 1537 4141 1523 1486 1896 1896 1278 2 1544 1538 Deep River 74 1486 68 68 74 311 311 SouthernCarolinaCompanyRailroad 12' SOI L & GRAV ELPREVENTER BACKFLOW VALVE WATER ADJUST VALVE WATER ADJUST VALVE WATER ADJUST MANHOLE ADJUST-L- NAD 83/ NA 2011 TO G R E EN SB O R O R D. DEEP RIVER -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.127 -L- Sta. 14+45.87 BEGIN APPROACH SLAB -L- Sta. 14+56.71 BEGIN BRIDGE -L- Sta. 16+09.29 END BRIDGE -L- Sta. 16+20.13 END APPROACH SLAB TO NC 68 SR 1523LIMITS PROJECT 17BP.7.R.127 SR 1523SR 1538-L--Y--Y- POT Sta. 13+00.00 END CONSTRUCTION -L- POC Sta. 21+50.00 END PROJECT 17BP.7.R.127 Lake Point High Lake Hollow Oak WETLAND AND SURFACE WATER IMPACTS PERMIT ENGLISHSHEET 1 OF 6 PERMIT DRAWING B5714_hyd_wet_tsh.dgnMOTT MacDONALD2/16/2021 S S S S W W W W 2 4 " RCP24" RC P15" RCP18" RCP18" R CP18" RCP36"TCW W W W W 36"WR REMAI NS36"WR REMAINS2SFD 2SFD 2SFD 72"WDDEEP RI VERMTLM T L 2SFD CONCC O N C30"C & G BST10' B STCON CCity of High Point 24 in, DI12 i n, D I4 i n, Pl ast i c24 i n, D I8 in, DI8"TC8"TC 8"TC4 in, PV C C ity o f H igh P o in tCi t y of Hi gh Poi nt City of High Point Piedmont Natural Gas Company Inc. 4 in , P las tic 4 in, Plastic16 in, DI 12 i n, DI12 i n, DI E X IST IN G R /W E X IST IN G R /W EX I STIN G R/ W EXI STI NG R/WEXI STI NG R/WEXISTING R/W 2SBKD 72" VINYL EXISTING R/W WOODSTO G R E E N SB O R O R D.TO WI LLARD RD. TO NC 68 EIP EIP EIP EIP 2SFD WOODS WOODS EIP EIP WOODS EIP EIP EIP SIGN STONE B5714-2 TBM1 EIP EIP EIP EIP BL-3 TBM2 BL-4 WOODS WOODS CITY OF HIGH POINT DB 4450 PG 892 EIP CITY OF HIGH POINT DB 7267 PG 883 WOODS EIP EIP PARTNERS LLC DB 7087 PG 2234 PB 174 PG 62 PRINCETON EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 30' SEWER EASEMENTDB 6220 PG 2597EIP EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 UNDER CONSTRUCTION FES WOODS BARRINGTON ESTATES HOMEOWNERS ASSOCIATION, INC. DB 6581 PG 389 PB 161 PG 83 BARRINGTON PROPERTY OWNERS ASSOCIATION, INC. DB 7875 PG 2198 PB 182 PG 1 MUHAMMAD H. ATHAR, UNMARRIED MUHAMMAD N. ATHAR, MARRIED DB 8035 PG 1880 PB 162 PG 38 DWIGHT D. STONE JOHN H. STRATTON, III DB 7948 PG 893 PB 162 PG 38 JANEL L. INGRAM, UNMARRIED DB 6693 PG 706 PB 162 PG 38 HAROLD C. TANNER SYLVIA TANNER DB 6654 PG 2038 PB 162 PG 38BRIAN E. TUCKER LYNNAE DAWN TUCKER DB 7755 PG 2447 PB 162 PG 38 TRACY MCALLISTER KENDALL MCALLISTER DB 6656 PG 1308 PB 162 PG 38 WOODS EIP EIP BARRINGTON ESTATES HOA DB 6581 PG 389 PB 162 PG 38 EIP EIP-R/W 6.78' CITY OF HIGH POINT OAK HOLLOW RAW WATER LINE DB 6220 PG 2619 WOODS 12' SOI L & GRAVELWOODS Coaxial 96 st 12 in, DI DATUR8" DIP (PER RECORD)8" PVC (PER RECORD) PREVENTER BACKFLOW EASEMENT20' SAN SEWEREXISTING R/W 15' UTILITY EASEMENT DWIGHT D STONE & JOHN H STRATTON III DB 7948 PG 893 PB 162 PG 38 WILLIE B HOOD JR DB 7550 PG 67 PB 162 PG 38 S S S 44"CHL 56"MTL RE TAI NCOLLAR EMBANKMENT EXCAVATION DETAIL +40 LT END SBG Flatter3:1 or D2: 1 ( Not to Scale) SPECIAL CUT DITCH -L- STA. 18+50 TO 21+00 RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 17+06 LT DETAIL A B= 4.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL I Rip-Rap Geotextile SEE DETAIL B SPECIAL CUT DITCH EST. 21 SY GEOTEXTILE EST. 8 TONS CLASS B RIP RAP EST. 5 SY GEOTEXTILE EST. 1 TON CLASS B RIP RAP 2 ELBOWS 15" W/ EST. 10 SY GEOTEXTILE EST. 6 TONS RIP RAP SEE DETAIL C RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 16+85 LT DETAIL C Grade Ditch 2' GEOTEXTILE Type of Liner= CL I Rip-Rap 10'min. 1.0'min. OUT CLEAN PIPERCP-III 2 4"2GI TB EST. 15 CY DDE EST. 55 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL A STANDARD BASE DITCH NAD 83/ NA 2011 15+002 0 + 0 0 VALVE WATER ADJUST VALVE WATER ADJUST VALVE WATER ADJUST MANHOLE ADJUST SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 12 13 14 15 16 17 18 19 20 730 740 750 760 770 780 790 BEGIN GRADE BEGIN PROJECT STA. 11+50.00 EL = 782.80' END GRADE STA. 21+00.00 EL = 775.88' STA. 21+50.00 END PROJECT EXIST TO MILL -L- PI = 12+15.00 EL = 782.17' VC = 130' K = 40 PI = 13+95.00 EL = 774.53' VC = 170' K = 49 PI = 18+45.00 EL = 770.93' VC = 220' K = 80 10 11 12 13 750 760 770 780 (-)0.9692%(-)4 .2 4 44% (-)0.8000% (+)1.9412% 21 (+)0.5000% (-)1.7095% END GRADE STA. 12+50.00 EL = 769.50' EXIST TO MILL -Y- STA. 13+00.00 END CONSTRUCTION STA. 10+12.00 EL = 772.95' PI = 10+40.00 EL = 773.09' K = 23 BEGIN GRADE VC = 50' 740 730 790 730 740 750 760 770 780 790 (SEE DETAIL SHEET 2A-1) AT TIE (50') MILLING REQUIRED BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 5,435 = 25 = 770.7 = 6,930 = 100 = 772.3 = 8,500 = 500+/- = 772.5 = 1/18/2019 = 755.8 24" RCP EXIST. L GP ELEV. = 773.4' W/4' DEEP CAPS 3 SPAN: 1@35', 1@70', 1@45', SKEW 105 24" CORED SLAB BRIDGE C STA. 15+33.0 -L- (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=761.0' EXCAVATE TO (TYP.) 3.5' KEY DEPTH DATE: 01-18-2019 ELEV.=755.8' NORMAL WS DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 772.5 = 51 = 25 = 13 = 764.9 = 14 = 765.0 = 500+ EXIST. 24" RCP -L- STA. 17+35 = 3.9 BRIDGE EXISTING REMOVE EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200% 790 780 770 760 750 740 730 4 F TS TS E S D E E P R IV E R R D SR 1523RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ ENGLISHSHEET 2 OF 6 PERMIT DRAWING B5714_hyd_prm_wet_psh_04.dgnMOTT MacDONALD2/16/2021ON SHEET 4A SEE ENLARGED AREA SITE 1 PLAN VIEW 0 10050 100 SCALE: 1"= 100' HORIZ. LEGEND S S IMPACTS IN SURFACE WATER DENOTES PERMANENT F WETLAND DENOTES FILL INF -L --L- POT Sta. 21+50.00 END PROJECT 17BP.7.R.127 -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.127 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION F F F F F F F F F F F F F C C F B5714_hyd_prm_wet_psh_04_con.dgnMOTT MacDONALD2/16/20214 SHEET 3 OF 6 PERMIT DRAWING 755755755755 7557557557 5 5 755755760760760760760760760760760760760760 760 760 760 7 6 0 7607607 6 5 7 6 5765765 7657657657657657657657657657657657657 7 0770 770770770770 770770770770770770 7707707707707 7 0 770770 770770770775775775775 7757757757757757757757757757757757807807807807 8 0 780780780780780780785785 785785785785785785790790790 790790795S S S S W W W W 2 4 " RCP24" RC P15" RCP18" RCP18" R CP18" RCP36"TCW W W W W 36"WR REMAI NS36"WR REMAINS2SFD 2SFD 2SFD 72"WDDEEP RI VERMTLM T L 2SFD CONCC O N C30"C & G BST10' B STCON CCity of High Point 24 in, DI12 i n, D I4 i n, Pl ast i c24 i n, D I8 in, DI8"TC8"TC 8"TC4 in, PV C C ity o f H igh P o in tCi t y of Hi gh Poi nt City of High Point Piedmont Natural Gas Company Inc. 4 in , P las tic 4 in, Plastic16 in, DI 12 i n, DI12 i n, DI E X IST IN G R /W E X IST IN G R /W EX I STIN G R/ W EXI STI NG R/WEXI STI NG R/WEXISTING R/W 2SBKD 72" VINYL EXISTING R/W WOODSTO G R E E N SB O R O R D.TO WI LLARD RD. TO NC 68 EIP EIP EIP EIP 2SFD WOODS WOODS EIP EIP WOODS EIP EIP EIP SIGN STONE B5714-2 TBM1 EIP EIP EIP EIP BL-3 TBM2 BL-4 WOODS WOODS CITY OF HIGH POINT DB 4450 PG 892 EIP CITY OF HIGH POINT DB 7267 PG 883 WOODS EIP EIP PARTNERS LLC DB 7087 PG 2234 PB 174 PG 62 PRINCETON EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 30' SEWER EASEMENTDB 6220 PG 2597EIP EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 UNDER CONSTRUCTION FES WOODS BARRINGTON ESTATES HOMEOWNERS ASSOCIATION, INC. DB 6581 PG 389 PB 161 PG 83 BARRINGTON PROPERTY OWNERS ASSOCIATION, INC. DB 7875 PG 2198 PB 182 PG 1 MUHAMMAD H. ATHAR, UNMARRIED MUHAMMAD N. ATHAR, MARRIED DB 8035 PG 1880 PB 162 PG 38 DWIGHT D. STONE JOHN H. STRATTON, III DB 7948 PG 893 PB 162 PG 38 JANEL L. INGRAM, UNMARRIED DB 6693 PG 706 PB 162 PG 38 HAROLD C. TANNER SYLVIA TANNER DB 6654 PG 2038 PB 162 PG 38BRIAN E. TUCKER LYNNAE DAWN TUCKER DB 7755 PG 2447 PB 162 PG 38 TRACY MCALLISTER KENDALL MCALLISTER DB 6656 PG 1308 PB 162 PG 38 WOODS EIP EIP BARRINGTON ESTATES HOA DB 6581 PG 389 PB 162 PG 38 EIP EIP-R/W 6.78' CITY OF HIGH POINT OAK HOLLOW RAW WATER LINE DB 6220 PG 2619 WOODS 12' SOI L & GRAVELWOODS Coaxial 96 st 12 in, DI DATUR8" DIP (PER RECORD)8" PVC (PER RECORD) PREVENTER BACKFLOW EASEMENT20' SAN SEWEREXISTING R/W 15' UTILITY EASEMENT DWIGHT D STONE & JOHN H STRATTON III DB 7948 PG 893 PB 162 PG 38 WILLIE B HOOD JR DB 7550 PG 67 PB 162 PG 38 S S S 44"CHL 56"MTL RE TAI NCOLLAR EMBANKMENT EXCAVATION DETAIL Flatter3:1 or D2: 1 ( Not to Scale) SPECIAL CUT DITCH -L- STA. 18+50 TO 21+00 RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 17+06 LT DETAIL A B= 4.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL I Rip-Rap Geotextile ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 16+85 LT DETAIL C Grade Ditch 2' GEOTEXTILE Type of Liner= CL I Rip-Rap 10'min. 1.0'min. 2GI TB NAD 83/ NA 2011 15+002 0 + 0 0 VALVE WATER ADJUST VALVE WATER ADJUST VALVE WATER ADJUST MANHOLE ADJUST SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 12 13 14 15 16 17 18 19 20 730 740 750 760 770 780 790 BEGIN GRADE BEGIN PROJECT STA. 11+50.00 EL = 782.80' END GRADE STA. 21+00.00 EL = 775.88' STA. 21+50.00 END PROJECT EXIST TO MILL -L- PI = 12+15.00 EL = 782.17' VC = 130' K = 40 PI = 13+95.00 EL = 774.53' VC = 170' K = 49 PI = 18+45.00 EL = 770.93' VC = 220' K = 80 10 11 12 13 750 760 770 780 (-)0.9692%(-)4 .2 4 44% (-)0.8000% (+)1.9412% 21 (+)0.5000% (-)1.7095% END GRADE STA. 12+50.00 EL = 769.50' EXIST TO MILL -Y- STA. 13+00.00 END CONSTRUCTION STA. 10+12.00 EL = 772.95' PI = 10+40.00 EL = 773.09' K = 23 BEGIN GRADE VC = 50' 740 730 790 730 740 750 760 770 780 790 (SEE DETAIL SHEET 2A-1) AT TIE (50') MILLING REQUIRED BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 5,435 = 25 = 770.7 = 6,930 = 100 = 772.3 = 8,500 = 500+/- = 772.5 = 1/18/2019 = 755.8 24" RCP EXIST. L GP ELEV. = 773.4' W/4' DEEP CAPS 3 SPAN: 1@35', 1@70', 1@45', SKEW 105 24" CORED SLAB BRIDGE C STA. 15+33.0 -L- (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=761.0' EXCAVATE TO (TYP.) 3.5' KEY DEPTH DATE: 01-18-2019 ELEV.=755.8' NORMAL WS DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 772.5 = 51 = 25 = 13 = 764.9 = 14 = 765.0 = 500+ EXIST. 24" RCP -L- STA. 17+35 = 3.9 BRIDGE EXISTING REMOVE EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200% 790 780 770 760 750 740 730 F TS TS E S D E E P R IV E R R D SR 1523RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ ENGLISHSHEET 2 OF 6 PERMIT DRAWING B5714_hyd_prm_wet_psh_04_con.dgnMOTT MacDONALD2/16/2021ON SHEET 4A SEE ENLARGED AREA SITE 1 PLAN VIEW 0 10050 100 SCALE: 1"= 100' HORIZ. LEGEND S S IMPACTS IN SURFACE WATER DENOTES PERMANENT F WETLAND DENOTES FILL INF -L --L- POT Sta. 21+50.00 END PROJECT 17BP.7.R.127 -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.127 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION F F F F F F F F F F F F F C C F 2 4 " RCP City of High Point 24 in, DI City of High Point WOODS WOODS COLLAR 2GI TB VALVE WATER ADJUST F TS TS E S RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com ENGLISHSHEET 4 OF 6 PERMIT DRAWING WETLAND DENOTES FILL INFF LEGEND S S IMPACTS IN SURFACE WATER DENOTES PERMANENT SITE 1 PLAN VIEW ENLARGED 0 3015 30 SCALE: 1"= 30' HORIZ.B5714_hyd_prm_wet_psh_04a.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011 17+00-L-4A TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION F 755755 755755755760760760760760 760 7 6 0760 7657657702 4 " RCP City of High Point 24 in, DI City of High Point WOODS WOODS COLLAR 2GI TB VALVE WATER ADJUST F TS TS E S RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com ENGLISHSHEET 5 OF 6 PERMIT DRAWING SITE 1 PLAN VIEW ENLARGED 0 3015 30 SCALE: 1"= 30' HORIZ.B5714_hyd_prm_wet_psh_04a_con.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011 17+00-L-4A WETLAND DENOTES FILL INFF LEGEND S S IMPACTS IN SURFACE WATER DENOTES PERMANENT TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION F Hand Existing 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 Stream No.(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 -L- 15+33 TO 15+39 RT EXISTING BENT REMOVAL < 0.01 36 1 -L- 16+77 TO 16+95 LT BANK STABILIZATION < 0.01 14 1 -L- 16+90 TO 17+17 LT FILL SLOPE / DITCH CONSTRUCTION < 0.01 < 0.01 TOTALS*:< 0.01 < 0.01 < 0.01 < 0.01 14 36 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 6 OF 6 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS GUILFORD COUNTY 17BP.7.R.127 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS JANUARY 27, 2021 STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT:$$$$USERNAME$$$$DIVISION 7 OFF-SITE DETOUR DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 90% PLANS TIP PROJECT: 17BP.7.R.12717BP.7.R.127 DIVISION OF HIGHWAYS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 GUILFORD COUNTY V = 35 MPH ADT 2025 = 9800 ADT 2013 = 4900 MINOR ARTERIAL SUB REGIONAL TIER 2018 STANDARD SPECIFICATIONS Prepared in the Office of Mott MacDonald for TOTAL LENGTH TIP PROJECT = 0.244 MILES LENGTH STRUCTURE TIP PROJECT = 0.029 MILES LENGTH ROADWAY TIP PROJECT = 0.215 MILES LOCATION: BRIDGE NO. 67 OVER WEST FORK DEEP RIVER ON SR 1523/1538 (DEEP RIVER ROAD) www.mottmac.com (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 7621 Purfoy Road, Suite 115 ELENI RIGGS, PE Corporation 1541 1536 1619 1543 1620 1660 1657 1689 1540 1523 1536 1349 1486 1332 1536 1536 1658 1545 1692 1523 1539 1539 4106 1648 1697 1537 4141 1523 1486 1896 1896 1278 2 1544 1538 Deep River 74 1486 68 68 74 311 311 SouthernCarolinaCompanyRailroad 12' SOI L & GRAV ELPREVENTER BACKFLOW VALVE WATER ADJUST VALVE WATER ADJUST VALVE WATER ADJUST MANHOLE ADJUST-L- NAD 83/ NA 2011 TO G R E EN SB O R O R D. DEEP RIVER -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.127 -L- Sta. 14+45.87 BEGIN APPROACH SLAB -L- Sta. 14+56.71 BEGIN BRIDGE -L- Sta. 16+09.29 END BRIDGE -L- Sta. 16+20.13 END APPROACH SLAB TO NC 68 SR 1523LIMITS PROJECT 17BP.7.R.127 SR 1523SR 1538-L--Y--Y- POT Sta. 13+00.00 END CONSTRUCTION -L- POC Sta. 21+50.00 END PROJECT 17BP.7.R.127 Lake Point High Lake Hollow Oak ENGLISH BUFFER IMPACTS PERMIT SHEET 1 OF 7 BUFFER DRAWING S S S S W W W W 2 4 " RCP24" RC P15" RCP18" RCP18" R CP18" RCP36"TCW W W W W 36"WR REMAI NS36"WR REMAINS2SFD 2SFD 2SFD 72"WDDEEP RI VERMTLM T L 2SFD CONCC O N C30"C & G BST10' B STCON CCity of High Point 24 in, DI12 i n, D I4 i n, Pl ast i c24 i n, D I8 in, DI8"TC8"TC 8"TC4 in, PV C C ity o f H igh P o in tCi t y of Hi gh Poi nt City of High Point Piedmont Natural Gas Company Inc. 4 in , P las tic 4 in, Plastic16 in, DI 12 i n, DI12 i n, DI E X IST IN G R /W E X IST IN G R /W EX I STIN G R/ W EXI STI NG R/WEXI STI NG R/WEXISTING R/W 2SBKD 72" VINYL EXISTING R/W WOODSTO G R E E N SB O R O R D.TO WI LLARD RD. TO NC 68 EIP EIP EIP EIP 2SFD WOODS WOODS EIP EIP WOODS EIP EIP EIP SIGN STONE B5714-2 TBM1 EIP EIP EIP EIP BL-3 TBM2 BL-4 WOODS WOODS CITY OF HIGH POINT DB 4450 PG 892 EIP CITY OF HIGH POINT DB 7267 PG 883 WOODS EIP EIP PARTNERS LLC DB 7087 PG 2234 PB 174 PG 62 PRINCETON EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 30' SEWER EASEMENTDB 6220 PG 2597EIP EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 UNDER CONSTRUCTION FES WOODS BARRINGTON ESTATES HOMEOWNERS ASSOCIATION, INC. DB 6581 PG 389 PB 161 PG 83 BARRINGTON PROPERTY OWNERS ASSOCIATION, INC. DB 7875 PG 2198 PB 182 PG 1 MUHAMMAD H. ATHAR, UNMARRIED MUHAMMAD N. ATHAR, MARRIED DB 8035 PG 1880 PB 162 PG 38 DWIGHT D. STONE JOHN H. STRATTON, III DB 7948 PG 893 PB 162 PG 38 JANEL L. INGRAM, UNMARRIED DB 6693 PG 706 PB 162 PG 38 HAROLD C. TANNER SYLVIA TANNER DB 6654 PG 2038 PB 162 PG 38BRIAN E. TUCKER LYNNAE DAWN TUCKER DB 7755 PG 2447 PB 162 PG 38 TRACY MCALLISTER KENDALL MCALLISTER DB 6656 PG 1308 PB 162 PG 38 WOODS EIP EIP BARRINGTON ESTATES HOA DB 6581 PG 389 PB 162 PG 38 EIP EIP-R/W 6.78' CITY OF HIGH POINT OAK HOLLOW RAW WATER LINE DB 6220 PG 2619 WOODS 12' SOI L & GRAVELWOODS Coaxial 96 st 12 in, DI DATUR8" DIP (PER RECORD)8" PVC (PER RECORD) PREVENTER BACKFLOW EASEMENT20' SAN SEWEREXISTING R/W 15' UTILITY EASEMENT DWIGHT D STONE & JOHN H STRATTON III DB 7948 PG 893 PB 162 PG 38 WILLIE B HOOD JR DB 7550 PG 67 PB 162 PG 38 S S S 44"CHL 56"MTL NAD 83/ NA 2011 15+002 0 + 0 0 VALVE WATER ADJUST VALVE WATER ADJUST VALVE WATER ADJUST MANHOLE ADJUST 1 2 3 4 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 12 13 14 15 16 17 18 19 20 730 740 750 760 770 780 790 BEGIN GRADE BEGIN PROJECT STA. 11+50.00 EL = 782.80' END GRADE STA. 21+00.00 EL = 775.88' STA. 21+50.00 END PROJECT EXIST TO MILL -L- PI = 12+15.00 EL = 782.17' VC = 130' K = 40 PI = 13+95.00 EL = 774.53' VC = 170' K = 49 PI = 18+45.00 EL = 770.93' VC = 220' K = 80 10 11 12 13 750 760 770 780 (-)0.9692%(-)4 .2 4 44% (-)0.8000% (+)1.9412% 21 (+)0.5000% (-)1.7095% END GRADE STA. 12+50.00 EL = 769.50' EXIST TO MILL -Y- STA. 13+00.00 END CONSTRUCTION STA. 10+12.00 EL = 772.95' PI = 10+40.00 EL = 773.09' K = 23 BEGIN GRADE VC = 50' 740 730 790 730 740 750 760 770 780 790 (SEE DETAIL SHEET 2A-1) AT TIE (50') MILLING REQUIRED BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 5,435 = 25 = 770.7 = 6,930 = 100 = 772.3 = 8,500 = 500+/- = 772.5 = 1/18/2019 = 755.8 24" RCP EXIST. L GP ELEV. = 773.4' W/4' DEEP CAPS 3 SPAN: 1@35', 1@70', 1@45', SKEW 105 24" CORED SLAB BRIDGE C STA. 15+33.0 -L- (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=761.0' EXCAVATE TO (TYP.) 3.5' KEY DEPTH DATE: 01-18-2019 ELEV.=755.8' NORMAL WS DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 772.5 = 51 = 25 = 13 = 764.9 = 14 = 765.0 = 500+ EXIST. 24" RCP -L- STA. 17+35 = 3.9 BRIDGE EXISTING REMOVE EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200% 790 780 770 760 750 740 730 4 D E E P R IV E R R D SR 1523RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ ENGLISH ON SHEET 4A SEE ENLARGED AREA SITE 1 PLAN VIEW 0 10050 100 SCALE: 1"= 100' HORIZ.-L -LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.127 -L- POT Sta. 21+50.00 END PROJECT 17BP.7.R.127 SHEET 2 OF 7 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 F F F F F F F F F F F F F C C F RE TAI NCOLLAR EMBANKMENT EXCAVATION DETAIL Flatter3:1 or D2: 1 ( Not to Scale) SPECIAL CUT DITCH -L- STA. 18+50 TO 21+00 RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 17+06 LT DETAIL A B= 4.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL I Rip-Rap Geotextile ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 16+85 LT DETAIL C Grade Ditch 2' GEOTEXTILE Type of Liner= CL I Rip-Rap 10'min. 1.0'min. 2GI TB SHEET 3 OF 7 BUFFER DRAWING 755755755755 7557557557 5 5 755755760760760760760760760760760760760760 760 760 760 7 6 0 7607607 6 5 7 6 5765765 7657657657657657657657657657657657657 7 0770 770770770770 770770770770770770 7707707707707 7 0 770770 770770770775775775775 7757757757757757757757757757757757807807807807 8 0 780780780780780780785785 785785785785785785790790790 790790795S S S S W W W W 2 4 " RCP24" RC P15" RCP18" RCP18" R CP18" RCP36"TCW W W W W 36"WR REMAI NS36"WR REMAINS2SFD 2SFD 2SFD 72"WDDEEP RI VERMTLM T L 2SFD CONCC O N C30"C & G BST10' B STCON CCity of High Point 24 in, DI12 i n, D I4 i n, Pl ast i c24 i n, D I8 in, DI8"TC8"TC 8"TC4 in, PV C C ity o f H igh P o in tCi t y of Hi gh Poi nt City of High Point Piedmont Natural Gas Company Inc. 4 in , P las tic 4 in, Plastic16 in, DI 12 i n, DI12 i n, DI E X IST IN G R /W E X IST IN G R /W EX I STIN G R/ W EXI STI NG R/WEXI STI NG R/WEXISTING R/W 2SBKD 72" VINYL EXISTING R/W WOODSTO G R E E N SB O R O R D.TO WI LLARD RD. TO NC 68 EIP EIP EIP EIP 2SFD WOODS WOODS EIP EIP WOODS EIP EIP EIP SIGN STONE B5714-2 TBM1 EIP EIP EIP EIP BL-3 TBM2 BL-4 WOODS WOODS CITY OF HIGH POINT DB 4450 PG 892 EIP CITY OF HIGH POINT DB 7267 PG 883 WOODS EIP EIP PARTNERS LLC DB 7087 PG 2234 PB 174 PG 62 PRINCETON EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 30' SEWER EASEMENTDB 6220 PG 2597EIP EASTWOOD CONSTRUCTION LLC DB 7766 PG 2409 PB 174 PG 62 UNDER CONSTRUCTION FES WOODS BARRINGTON ESTATES HOMEOWNERS ASSOCIATION, INC. DB 6581 PG 389 PB 161 PG 83 BARRINGTON PROPERTY OWNERS ASSOCIATION, INC. DB 7875 PG 2198 PB 182 PG 1 MUHAMMAD H. ATHAR, UNMARRIED MUHAMMAD N. ATHAR, MARRIED DB 8035 PG 1880 PB 162 PG 38 DWIGHT D. STONE JOHN H. STRATTON, III DB 7948 PG 893 PB 162 PG 38 JANEL L. INGRAM, UNMARRIED DB 6693 PG 706 PB 162 PG 38 HAROLD C. TANNER SYLVIA TANNER DB 6654 PG 2038 PB 162 PG 38BRIAN E. TUCKER LYNNAE DAWN TUCKER DB 7755 PG 2447 PB 162 PG 38 TRACY MCALLISTER KENDALL MCALLISTER DB 6656 PG 1308 PB 162 PG 38 WOODS EIP EIP BARRINGTON ESTATES HOA DB 6581 PG 389 PB 162 PG 38 EIP EIP-R/W 6.78' CITY OF HIGH POINT OAK HOLLOW RAW WATER LINE DB 6220 PG 2619 WOODS 12' SOI L & GRAVELWOODS Coaxial 96 st 12 in, DI DATUR8" DIP (PER RECORD)8" PVC (PER RECORD) PREVENTER BACKFLOW EASEMENT20' SAN SEWEREXISTING R/W 15' UTILITY EASEMENT DWIGHT D STONE & JOHN H STRATTON III DB 7948 PG 893 PB 162 PG 38 WILLIE B HOOD JR DB 7550 PG 67 PB 162 PG 38 S S S 44"CHL 56"MTL NAD 83/ NA 2011 15+002 0 + 0 0 VALVE WATER ADJUST VALVE WATER ADJUST VALVE WATER ADJUST MANHOLE ADJUST 1 2 3 4 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 12 13 14 15 16 17 18 19 20 730 740 750 760 770 780 790 BEGIN GRADE BEGIN PROJECT STA. 11+50.00 EL = 782.80' END GRADE STA. 21+00.00 EL = 775.88' STA. 21+50.00 END PROJECT EXIST TO MILL -L- PI = 12+15.00 EL = 782.17' VC = 130' K = 40 PI = 13+95.00 EL = 774.53' VC = 170' K = 49 PI = 18+45.00 EL = 770.93' VC = 220' K = 80 10 11 12 13 750 760 770 780 (-)0.9692%(-)4 .2 4 44% (-)0.8000% (+)1.9412% 21 (+)0.5000% (-)1.7095% END GRADE STA. 12+50.00 EL = 769.50' EXIST TO MILL -Y- STA. 13+00.00 END CONSTRUCTION STA. 10+12.00 EL = 772.95' PI = 10+40.00 EL = 773.09' K = 23 BEGIN GRADE VC = 50' 740 730 790 730 740 750 760 770 780 790 (SEE DETAIL SHEET 2A-1) AT TIE (50') MILLING REQUIRED BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 5,435 = 25 = 770.7 = 6,930 = 100 = 772.3 = 8,500 = 500+/- = 772.5 = 1/18/2019 = 755.8 24" RCP EXIST. L GP ELEV. = 773.4' W/4' DEEP CAPS 3 SPAN: 1@35', 1@70', 1@45', SKEW 105 24" CORED SLAB BRIDGE C STA. 15+33.0 -L- (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=761.0' EXCAVATE TO (TYP.) 3.5' KEY DEPTH DATE: 01-18-2019 ELEV.=755.8' NORMAL WS DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 772.5 = 51 = 25 = 13 = 764.9 = 14 = 765.0 = 500+ EXIST. 24" RCP -L- STA. 17+35 = 3.9 BRIDGE EXISTING REMOVE EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200% 790 780 770 760 750 740 730 4 D E E P R IV E R R D SR 1523RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ ENGLISH ON SHEET 4A SEE ENLARGED AREA SITE 1 PLAN VIEW 0 10050 100 SCALE: 1"= 100' HORIZ.-L -LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.127 -L- POT Sta. 21+50.00 END PROJECT 17BP.7.R.127 SHEET 2 OF 7 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 F F F F F F F F F F F F F C C F RE TAI NCOLLAR EMBANKMENT EXCAVATION DETAIL Flatter3:1 or D2: 1 ( Not to Scale) SPECIAL CUT DITCH -L- STA. 18+50 TO 21+00 RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 17+06 LT DETAIL A B= 4.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL I Rip-Rap Geotextile ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 16+85 LT DETAIL C Grade Ditch 2' GEOTEXTILE Type of Liner= CL I Rip-Rap 10'min. 1.0'min. 2GI TB W W W W 2 4 " RCP W W 72"WDMTLM T L City of High Point 24 in, DI City of High Point Piedmont Natural Gas Company Inc. 4 in , P las tic 16 in, DI12 i n, DI EIP EIP WOODS TBM2 BL-4 WOODS WOODS EIP EIP-R/W 6.78' WOODS WOODS 12 in , DI 44"CHL 56"MTL VALVE WATER ADJUST RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com ENGLISH B5714_hyd_prm_buf_psh04a.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011 17+00-L -4A 0 5025 50 SCALE: 1"= 50' HORIZ. LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER SITE 1 PLAN VIEW ENLARGED 4A SHEET 4 OF 7 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 F F F F F F C F RETAI NCOLLAR 2GI TB 755755755 7557557 5 5 755755760760760760760760760760760 760 7 60 760760 765765765765765765765765765770770770 770770770 770770770 770770770775775780W W W W 2 4 " RCP W W 72"WDMTLM T L City of High Point 24 in, DI City of High Point Piedmont Natural Gas Company Inc. 4 in , P las tic 16 in, DI12 i n, DI EIP EIP WOODS TBM2 BL-4 WOODS WOODS EIP EIP-R/W 6.78' WOODS WOODS 12 in , DI 44"CHL 56"MTL VALVE WATER ADJUST RCP-III 2 4"2GI TB 2 ELBOWS 15" W/ SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.127 - GUILFORD 67 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com ENGLISH B5714_hyd_prm_buf_psh04a_con.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011 17+00-L -4A 0 5025 50 SCALE: 1"= 50' HORIZ. LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER SITE 1 PLAN VIEW ENLARGED 4A SHEET 5 OF 7 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 F F F F F F C F RETAI NCOLLAR 2GI TB Site Station Structure No.(From/To)Size / Type 1 -L- 14+58 TO 16+O8 33" BOX BEAM, 1 SPAN @ 85'X 2693 1361 2693 X 3934 1824 1824 X 135 135 X X 6207 6783 6783 12834 10103 11435 0 0 0 0 0 NOTES: Revised 2018 Feb SHEET 6 OF 7 ALLOWABLE MITIGABLE JANUARY 27, 2021 ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) GUILFORD COUNTY 17BP.7.R.127 BUFFER REPLACEMENT IMPACTS RIPARIAN BUFFER IMPACTS SUMMARY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS TOTALS*: ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TYPE ZONE 1 (ft2)ZONE 2 (ft2) 1 -L- 16+90 TO 17+17 LT 116 6 116 6 Revised 2018 Feb SHEET 7 OF 7 WETLANDS IN BUFFER IMPACTS SUMMARY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS JANUARY 27, 2021 GUILFORD COUNTY 17BP.7.R.127 WETLANDS IN BUFFERS SITE NO.STATION (FROM/TO) TOTAL: Rev. Jan 2009