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Home My WebLink About20191366 Ver 1_B-4605_UTILITY Permit Drawings_2019-09-10_20191007See Sheet 1A For Index of Sheets See Sheet 18 For Conventlonal Flon Sheet Symbols See Sheet 1 C- 1 For Survey Control Sheet NOR F LK OLJ HERNRAILWAY 33 764 1760 766 11760 ND GRIME TOWN 1778 LIMITS 1760 1767 1768 33 1777 PROJECT LOCATIO P� 1771 1565 — 175 - P 1777 � 1770'�Nd — 1756 c eed 1772 1780 oss oads Crds Crossroa s\ 1777 — 1781 1565 — 1782 VICINITY MAP 0 0 OFFSITE DETOUR STATE OF NORTH CAROL INA DIVISION OF HIGHWAYS PITT COUNTY LOCATION: REPLACE BRIDGE S OVER CHICOD CREEK ON SR 1777 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE UTILITY WETLAND AND SURFACE WATER IMPACTS BEGIN TIP PROJECT B-4605 BEGIN BRIDGE END BRIDGE END TIP PROJECT B-4 -L- STA. 11 + 50.00 -L- STA. 13+40.25 -L- STA. 14+82.75 —L— STA. 17 + 00.00 TO HAMS CROSSROADS E -- . — -L- SR 1777 SITE 1 (BLACKJACK-GRIMESLAND _ RD)_ - -_, ^, TO GRIMESLAND TOTAL B-4605 TQ PROJ. NO. .w.PROl. FSCRIP]TON 38430.1.3 BRZ-1777 007 PE 38430.2.1 BRZ-1777 007 RM/ & UTIL 38430.3.1 BRZ-1777 007 CONST. PERMIT DRAWING SHEET 1 OF 4 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II DOCUMENT NOT CONSIDEREDFINAL UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT 2019 = 1370 ADT 2039 = 1690 K = 12 % D = 55 % T = 5 % • V = 60 MPH * TTST 1% + DUAL 4% FUNC CLASS - MINOR COLLECTOR SUB -REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4605 = 0.077 mile LENGTH STRUCTURES TIP PROJECT B-4605 = 0.027 mile Prepared For: DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 TGS TGS ENGINEERS �- EN^iNeea 706 HILLSBOROUGH ST PH (919) 773-8887 1� CORP LICENSE NO suirEzoo G-0275 RALEIGH, NC 27603 HYDRAULICS ENGINEER SIGNATURE: R®fir S °g� @r Q g �66p ®Q� PLANS 550 25 0 550 100 2018 STANDARD SPECIFICATIONS V. MARCUS LOWERY, PE TOTAL LENGTH TIP PROJECT B-4605 = 0.104 mile RIGHT OF WAY DATE: OCTOBER 26, 2018 ROADWAY DESIGN ENGINEER P.E. SIGNATURE, PROFILE (HORIZONTAL) 10 5 0 10 20 PROJECT ENGINEER MICHAEL AMAN, P.E. LETTING DATE: SEPTEMBER 25, 2019 NCDOT DIVISION 2 CONTACT PROFILE (VERTICAL) UTILITY WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 15+75 to 15+95 LT Waterline Bore Pit < 0.01 TOTALS*: < 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: Total Utility Permanent Wetland Impacts = < 0.01 Ac Revised 2016 09 09 See Sheet 1A For Index of Sheets See Sheet 18 For Conventlonal Flon Sheet Symbols See Sheet 1 C- 1 For Survey Control Sheet NOR F LK OLJ HERNRAILWAY 33 764 1760 766 11760 ND GRIME TOWN 1778 LIMITS 1760 1767 1768 33 1777 PROJECT LOCATIO P� 1771 1565 — 175 - P 1777 � 1770'�Nd — 1756 c eed 1772 1780 oss oads Crds Crossroa s\ 1777 — 1781 1565 — 1782 VICINITY MAP 0-9 0 OOFFSITE DETOUR STATE OF NORTH CAROL INA DIVISION OF HIGHWAYS PITT COUNTY LOCATION: REPLACE BRIDGE S OVER CHICOD CREEK ON SR 1777 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE UTILITY BUFFER IMPACTS BEGIN TIP PROJECT B-4605 BEGIN BRIDGE END BRIDGE END TIP PROJECT B-4 -L- STA. 11 + 50.00 -L- STA. 13+40.25 -L- STA. 14+82.75 —L— STA. 17 + 00.00 TO HAMS CROSSROADS E -- . — -L- SR 1777 SITE 1 (BLACKJACK-GRIMESLAND _ RD)_ - -_, ^, TO GRIMESLAND TOTAL B-4605 TQ PROJ. NO. .w.PROl. FSCRIP]TON 38430.1.3 BRZ-1777 007 PE 38430.2.1 BRZ-1777 007 RM/ & UTIL 38430.3.1 BRZ-1777 007 CONST. PERMIT DRAWING SHEET 1 OF 5 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II DOCUMENT NOT CONSIDEREDFINAL UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT 2019 = 1370 ADT 2039 = 1690 K = 12 % D = 55 % T = 5 % • V = 60 MPH * TTST 1% + DUAL 4% FUNC CLASS - MINOR COLLECTOR SUB -REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4605 = 0.077 mile LENGTH STRUCTURES TIP PROJECT B-4605 = 0.027 mile Prepared For: DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 TGS TGS ENGINEERS �- EN^iNeea 706 HILLSBOROUGH ST PH (919) 773-8887 1� CORP LICENSE NO suirEzoo G-0275 RALEIGH, NC 27603 HYDRAULICS ENGINEER SIGNATURE: R®fir S °g� @r Q g �66p ®Q� PLANS 550 25 0 550 100 2018 STANDARD SPECIFICATIONS V. MARCUS LOWERY, PE TOTAL LENGTH TIP PROJECT B-4605 = 0.104 mile RIGHT OF WAY DATE: OCTOBER 26, 2018 ROADWAY DESIGN ENGINEER P.E. SIGNATURE, PROFILE (HORIZONTAL) 10 5 0 10 20 PROJECT ENGINEER MICHAEL AMAN, P.E. LETTING DATE: SEPTEMBER 25, 2019 NCDOT DIVISION 2 CONTACT PROFILE (VERTICAL) UTILITY RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER REPLACEMENT SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) I TOTAL: i i i i i i i I NOTES: No Utility Buffer Impacts on Project Rev. SEP 2016 UTILITY WETLANDS IN BUFFER IMPACTS SUMMARY SITE NO. I STATION TOTAL: WETLANDS IN BUFFERS ZONE 1 ZONE 2 (FROM/TO) 1 (ft) (ft) NOTES: No Utility Wetlands in Buffer Impacts on Project N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS Pitt County PROJECT: 38430.1.3 B-4605 9/10/2019 SHEET OF Rev.Jan 2009