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Home My WebLink About20211069 Ver 1_BP2.R018.1_PERMITS_BUFFER_11x17_20211213See Sheet 1A For Index of Sheets PROJECT / • • • • Offsite Detour VICINITY MAP (NTS) BEGIN PROJECT -L- STA 11+00.00 T 5 1,a° g0,(p5 RD S. GRIMESLAND BRIDGE RD (SR 15651 STATE O)]F NO]K1r1H[ CARO]L][NA ]D][V][S][0N (0)]F ]H[][G]H[\WAYS PITT COUNTY 9/27//2021 LOCATION: BRIDGE NO. 730015 ON SR 1565 (S. GRIMESLAND BRIDGE ROAD) OVER CHICOD CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE CHI **DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES. THIS IS NOTACONTROL OF ACCESS PROJECT. GRAPHIC SCALES 40 20 0 40 80 PLANS 40 20 0 480 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2022 = 480 ADT 2042 = 840 K = N/A% D = N/A% T = 6 %* V = 60 MPH * TTST =3% DUAL 3% FUNC CLASS = LOCAL SUB -REGIONAL TIER PROJECT LENGTH NOTE TO REVIEWER: PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS. PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S DEVELOPMENTAL STANDARDS FOR PLAN -ELEVATION AND CROSS SECTION SHEETS. ALL OTHER SHEETS UTILIZE THE FORMER ORD PRINT SYTLE. THE CROSS SECTION SUMMARY SHEET HAS BEEN REMOVED FROM SH THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE SHOWN IN SHEET 3B-1 AND ALL EARTHWORK QUANTITY CALCULATIONS SHALL BE PROVIDED VIAA VOLUMETRIC ORD REPORT AS A SUPPORTING DOCUMENT. STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. BP2.R018.1 ll STATE PROD: NO. F. A PROI. NO. DESCRIPTION BP2.R018.1 PE BP2.R018.2 RW, UTILITIES BP2.R018.3 CONSTRUCTION p UFFER IMPAC gains Develope wii Ope nR®& ( ( -ND RIDGE L- S14A 15+63.38 N. / NAD 83/2011 lb END PROJECT S s UIFIFIER DRAWING EET 1 OF 5 -L- STA 17+86.00 TO SR 1779 SMITHTOWN RD DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT LENGTHS FOR TIP PROJECT BP2.R018.1: LENGTH ROADWAY LENGTH STRUCTURES TOTAL LENGTH 0.110 MILES 0.020 MILES 0.130 MILES NCDOT Contact: Prepared in the Office of: CATHRINE HOSSACK-MEYER, PE KC/ NC FIRM LICENSE No: C-1506 301 Fayttv1110 St., Suits 1500 8I NGEOCIAT�IES Raleigh, NC 27601 (919(982.7839 2018STANDARD SPECIFICATIONS RIGHT OF WAY DATE: 10/15/2021 LETTING DATE: 03/15/2022 JOHN P. MAZERES, P.E. PROJECT ENGINEER JASON M. DEBONE PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER P.E. SIGNATURE.' ROADWAY DESIGN ENGINEER P.E. SIGNATURE.' 2 BP2.R018.1 4EN1 004 7><7<I ALLOWABLE IMPACTS ZONE MITIGABLE IMPACTS ZONE I MITIGABLE IMPACTS ZONE 2 d co. o 0 11 o o o O + U o 0. J X�X 14--En 5 -co SR 17aD gOYD= DENOTES RIP RAP GREGORY C. BOYD 2' FD_---- }t,SF- '^'X-ELECTMC FEN• CE NATURAL GROUND DETAIL C GRASSED SWALE (Not to Scale) D /p•� :R!:DFR.Min. INC m E XX� WOOD 0 GRASSED TAILDITCH • SWALE SEE DETAIL B HARDEE FAMILY HOLDINGS, LLC ROADSIDE DITCH .EE D AIL A m N / // / DETAIL B GRASSED SWALE 'V' TAILDITCH ( Not to Scale) NAURAL Natural GROUND � Ground D 3•. BEGIN ELEV: 23.6' END ELEV: 23.2' LONGIT. SLOPE (FT/FT): 2.856% LENGTH: 14' Min. D. 1 H. DDE: 2 CY SITE 2 co o �w . mama awm,sa IO.A 09n iii i i��.-•ails uuLl a/*!f' 1111I1111MII•IIMEllIb1I �Eli+iM11■I_ 111 �l®� ttttttttnll� �-� ■ e u u U Eye ►(.�� --,-- �.:<5 "'..®emsnam Iz� r1-w VA 4rAr r het s AAii NIr149 V►-VA PROPOSED ROAD DETAIL A ROADSIDE DITCH ( Not to Scale) Natural D Ground Min. D. 1 Ft. SITE 1 STA = 14+03 Q2 = 0.27 CFS V2 = 1.72 FPS Q10 = 0.35 CFS V10 = 1.98 FPS BUFFER DRAWING SHEET2UF5 Z--------- STA = 15+90 Q2 = 1.35 CFS V2 = 1.87 FPS Q10 = 1.76 CFS V10 = 2.00 FPS ROADS DITCH SEE TAIL A CL II GRANITE RIP 2 RAP ROCK PLATING +70 RACHEL R. PERKINS GRASSED SWALE SEE DETAIL C STA = 16+51 Q2 = 2.16 CFS V2 = 1.31 FPS Q10 = 2.81 CFS V10 = 1.41 FPS N23°10'34.0"E TO SR 1779 .. SMITHTOWN RD RACHEL R. PERKINS NOTES: 1. ALL BRIDGE GUARDRAIL ANCHOR UNITS ARE TYPE III. 2. ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3. 3. EXISTING PAVEMENT LANE WIDTHS AT THE BEGINNING AND END OF PROJECT ARE APPROXIMATELY 10.0 FT WIDE. 4.) DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE. 5.) BENCHMARK INFORMATION: EASTING: 2538979.9855' NORTHING: 653782.9415' ELEVATION: 20.5450' 6. SEE SHEET 4A FOR R/W AND EASEMENT STATIONING. 7. SEE SHEET 5 FOR PROFILE. 8. SEE GENERAL NOTES FOR SEALING TIE IN JOINTS AT BEGIN/END PROJECT. HYDRAULICS NOTE: 1.) PERMISSION WAS GIVEN BY NCDEQ WASHINGTON REGIONAL OFFICE - DOT COORDINATOR TO USE SOUTHEAST QUADRANT JS LINE AS TOP OF BANK ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STATE OF NORTH CAROUNA ROADWAY DESIGN UNIT PREPARED BY KC % KISINGER CAMPO K ASSOCIATES NC FIRM LICENSE No: C.1508 301 Fayetteville Street, Suite 1500 Raleigh, NC 27601 (919)882.7839 PRELIMINARY PLANS DO NOT OW FOR CONDFROOFION INCOMPLETE OPLLEFOR R E PL11 ANS FROM -L- STA. 16+51 TO -L- STA. 17+10 FROM -L- STA. 13+97 TO -L- STA. 14+03 FROM -L- STA. 14+03 TO -L- STA.14+30 -RT- -RT- -RT- FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT- BP2.ROI8.I 4ENI 004 IVC/II ALLOWABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE MITIGABLE IMPACTS ZONE 2 DENOTES RIP RAP WWWO / L- PT 13+38.96 E 6.PVC_ - - -F- WOOD GRASSED TAILDITCH SWALE SEE DETAIL B INC m onenefnF DITCH .EE DE AIL A m m SCALE: 1=50' t' m WD OODED �liloi � -- / )S i SITE 1 pz 03 .73 LA 0 STA = 15+90 Q2 = 1.35 CFS V2 = 1.87 FPS Q10 = 1.76 CFS V10 = 2.00 FPS SITE 2 CO '�trelaI��.�r�-i'i 1 _`_ •11� �vNli=i M/b ONI STA = 14+03 Q2 = 0.27 CFS V2 = 1.72 FPS Q10 = 0.35 CFS V10 = 1.98 FPS DETAIL A ROADSIDE DITCH ( Not to Scale) ROADS DITCH SEE TAIL A CL II GRANITE RIP RAP ROCK PLATING +70 v ELECTR NAURAL GROUND BUFFER DRAWING SHEET3UF5 STA = 16+51 Q2 = 2.16 CFS V2 = 1.32 FPS Q10 = 2.81 CFS V10 = 1.41 FPS 20INC WOODED (TYR) DETAIL B GRASSED SWALE 'V' TAILDITCH ( Not to Scale) BEGIN ELEV: 23.6' END ELEV: 23.2' LONGIT. SLOPE (FT/FT): 2.856% 10' GRASSED SWALE SEE DETAIL C Natural Ground LENGTH: 14' Min. D 1 Ft. DDE: 2 CY DETAIL C GRASSED SWALE ( Not to Scale) NATURAL GROUND PROPOSED ROAD HYDRAULICS ENGINEER OCUMENT NOT CONSIDERED FINAL NLESS ALL SIGNATURES COMPLETED STATE OF NORTH CAROIINA ROADWAY DESIGN uNa PREPARED BY KC/ KISINGER CAMPO & ASSOCIATES NC FINN LICENSE No: C-1506 301 Fayetteville Street, Suite 1500 Raleigh, NC 27601 (919)882.7839 PRELIMINARY PLANS 00 NOT OM FOR CONSTROCTION INCOMPLETE PLANS tuar FROM —L— STA. 14+03 TO —L— STA. 14+30 —RT— FROM —L— STA. 13+97 TO —L— STA. 14+03 —RT— FROM —L— STA. 15+90 TO —L— STA. 16+80 —LT— FROM —L— STA. 16+51 TO —L— STA. 17+10 —RT— Site Station Structure No. (From/To) Size / Type 1 13+56 / 14+45 Roadway Crossing X 1517 473 1990 1 14+45 / 14+64 105' Proposed Bridge X 725 725 2 15+39 / 15+74 105' Proposed Bridge X 530 530 2 15+74 / 16+93 Roadway Crossing X 1804 1425 3229 1255 0 1255 3321 1898 5219 0 0 NOTES: Revised 2018 Feb SHEET 4 OF 5 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 Pitt SF-730015 BP2.R018.1 ALLOWABLE MITIGABLE 10/27/2021 ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) FROM TO ZONE 1 (ft2) ZONE 2 (ft2) 1 13+58 14+64 755 91 2 15+38 16+93 1315 374 2070 465 Revised 2018 Feb SHEET 5 OF 5 WETLANDS IN BUFFERS SITE NO. TOTAL: BP2.R018.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/27/2021 Pitt SF-730015 STATION WETLANDS IN BUFFER IMPACTS SUMMARY Rev. Jan 2009