The URL can be used to link to this page

Home My WebLink About20201519 Ver 1_BR-0108 Final Permit Drawings_20210111(Version 2.08; Released April 2018)TIP No.:BR-0108County(ies):Wilkes Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2045Existing:Year:Aquatic T&E Species?Comments:YesNoNoWetlands within Project Limits?Supplemental Classification: Rural AgriculturalLittle Hunting Creek12-108-16-20.350.097 MilesProject DescriptionProposed ProjectYadkin-Pee DeeRiver Basin(s): City/Town:0.32Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Notjpeterson@ncdot.comRaleigh, NC 27610Address:6/18/2020WilkesTierre Peterson1000 Birch Ridge DriveWBS Element:Bridge ReplacementWBS Element:Steve Bondor NCDOT Contact:919-707-64882610 Wycliff Rd Suite 410Raleigh, NC 27607Contractor / Designer:919-636-6334DewberryNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Structures Management UnitAddress:General Project InformationBR-0108Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Replacing the existing 1@40'-6" timber deck with vertical timber abutmnets bridge with a 1@70' span 24"cored slab bridge. The drainage design consist of grated inlet at low side of bridge to poporsed lateral ditch to stream channel. Existing drainage patterns have been maintained. No direct discharge occur in the stream.N/ABuffer Rules in Effect:12010' travel lanes. 20' clear roadway with 0.02 cross slope normal crown.Waterbody Information2020NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply III (WS-III)NCDWR Surface Water Classification for Water Bodyac.0.02 normal cross slope with 10' travel lanes.240sbondor@dewberry.comProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) SHEET TOTAL NO. SHEETS See Sheet IA For Index of Sheets See Sheet 1 B For Conventional Symbols §TATJE OlF NORTlHI CAROlLINA DIVISION OF lHIIGlHIW A Y§ PERMIT DRAWING SHEET 1 OF 5 N°C 0 BR-0108 1 VICINITY MAP e e DETOUR ROUTE NOT TO SCALE WILKES . COUNTY LOCATION: REPLACE BRIDGE NO. 4 ON SR 2418 (SOUTH WINDY GAP ROAD) OVER LITTLE HUNTING CREEK TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE SURFACE WATER IMPACTS PERMIT SITE 1 END TIP PRO 'ECT BR-0108 -L-POT STA. 20+35.00 ,,,,,..,,------------.........____ / ------�------ "' / / """'/ / "' \ / / \ \ / / \ \ I / \ \ I I \ \ I I \ \ llj \ \ I I 49216.1.1 49216.2.1 4 BEGIN CONSTRUCTION -Y-STA. 11 + 15.00 I I I I \ I BEGIN TIP PRO 'ECT BR-0108 -L-POC STA. 15 + 25.00 TIP PROJECT BR-0108 STA. 15 + 25.00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. SITE 2 BEGIN BRIDGE -L-STA. 17 +91.79 END BRIDGE -L-STA. 18+64.20 I I \ I I I \ \ \ \ �� i��\\, END CONSTRUCTION (? ' -DR-STA. 11 + 50.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD Ill. DESIGN EXCEPTION FOR DESIGN SPEED OF 30 MPH AND STOPPING SIGHT DISTANCE OF 20 MPH. GRAPHIC SCALES DESIGN DATA ADT 2020 = 120 ADT 2045 = 240 V = 30 MPH FUNC CLASS = RURAL LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT BR-0108 LENGTH STRUCTURE PROJECT BR-0108 TOTAL LENGTH PROJECT BR-0108 0.083 MILES 0.014 MILES 0.097 MILES Plans Prepared By: 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: MARCH 20, 2020 LEITING DATE: JULY 21, 2020 Plans Prepared For: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF IHGHWAYS 1000 BIRCH RIDGE DRIVE RALEIGH, NC 27610 DAVID STUTTS. PE NCDOT PROJECT ENGINEER M.TRAVIS POTTS. PE PROJECT ENGINEER JUSTIN KUCZVNSKI, PE PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.E. P.E. PE 11/W, UTIL. RJWPLANS I/ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ SHOULDER BERM GUTTER: -L-STA 17 +60.00 TO -L-STA. 17 + 78.77 LT -L-STA. 17+78.04 TO -L-STA. 17+83.04 RT -L-STA. 18+72.95 TO -L-STA.18+77.95 RT -L-STA. 18+77.23 TO -L-STA. 18+82.23 LT BLUM VESTAL & SALLIE M. JOHNSON G) 2' SP. LATERAL BASE DITCH 100 TONS CL. 1 RIPRAP 180 SY GEOTEXTILE SEE DETAIL 4A �>-BEGIN TIP PRO 'ECT BR-0108�+,%+,� -L-POC STA. 15 + 25.00 \" _.,.-\\BEGIN TIP PROJECT BR-0108\ -:L-POC STA. 15+25.00 �\ "" ��'"�'°' -x--x--x I SITE I I 3' SP. LATERAL BASE DITCH + □ 106 TONS CL. 1 RIPRAP 157 SY GEOTEXTILE SEE DETAIL 4B s X ti BANK STABILIZATION EACH BANK CL. II RIPRAP 25 TONS BANK STABILIZATION 100' 0' 100' �--■■ •••••l',100' END TIP PROJECT BR-L-POT STA. 20 + 35.00 END TIP PRO 'ECT BR-0108-L-POT STA. 20+35.00 LINE DITCH WITH CL B RIPRAP 45 TONS 67 SY GEOTEXTILE SEE DETAIL 4F ® LARRY N. JOHNSO PERMIT DRAWING SHEET 2 OF 5 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. BR-0/08 IW( SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENLARGED VIEW BANK STABILIZATION V) z 0 ;;; 100' O' �--■■ •••••1',100' 100' j PERMIT DRAWING SHEET 3 OF 5 � DENOTESS I TNEMiu�� WATER � IMPACT � DENOTES IMPACTS IN � SURFACE WATER PROJECT REFERENCE NO. BR-0/08 IW( SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER ONSIDERED FINAL DOCUMENT N1�1�TURES COMPLETED UN LESS ALLS BANK STABILIZATION 1 v:,n 1 un 11-:tn 1.120 -L- +-+++-H-+++-+++-H-++�+-+++-H-+-�-l'"f�.++-+-+++-H-+++-+++-H-+++-+++-H-+++-+++-H-++tti;tF �: .:I+' R'fJXJ-+'_t-1_ •+++++++-j++!++++-j++!++++-j++!++++-j+++++l :� = ��11!:,, +-+++-H-++t-+++-H-++t-+++-H-++t-+++-H-++++h++-tl@� vc 410' mm::n:mm::n:mm::n:mm::n:m'm�::t,_t:�w��-�$!-;l:tttnm::n:mm::n:mm::n:mm::n:mt:m::n:mfI'-8:!S·,-7i''Al=7iS�6e--£. �, :,tttttmm K 37 S:i:ESiE:ifm�1 �b"i\lt:28 110s.0• � OS 30 MPH , SKEW 90 DEG. BN@ 'GB ·'� S!li 20'1- {;// ' 100' l',100' 5----� PROJECT REFERENCE NO. I SHEET NO. BR-0108 ROADWAY DESIGN ENGINEER 5 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ------11-:tn 1.1?0 'ct;', ,":r.-.--� -�+-+++-H-+++-+++-H-+++-+++-H-+++-+++-H-+++-+++-H-++t-+++-H-+++-+++-H-+++-+++-H-++t-+++-H-++t-+++-H-++t-+++-H-+++-+++-H-+++-+++-H-++t-++-H ------+++--+-++++++--+-++++++--+-+++++-H-+-+++++-H-+-+++++-H-+-+++++-H-+-+++++-H-+-+++++-H-+-+++++-H-+-+++++-H-+-+++++-H-+-+++++-Hf-H'-85€,� BRIDGE HY ORN/UC DAT A CFS YRS FT CFS YRS FT 1.100 �1:tl+:EE�:EE�:EE�:EE�:EE�:EE�:EE�:EE�:Ea:::i-------. FT 1 non 1 mm 'j:_�OAVACE TO:_± I-l+++-H-++++++++-+++-+++H-+++-+++-H-1+++-H-++f-H--H H-+++-++-1+++-H-++f-H--H H-+++-++-1+++-H-++f-H--H H-+++-++-1+++-H-++f-H--H H-+++-++-1+++-H-++f-H-+-H-++h +H++f,_t +-H+-1-H tt-�CY; .;m =!-. ++l+-HH+-h +H++-H-++,++l+-HH+-H-+11 BM 2 r--7,_.=tE+�L=tE+�Li-it�L=tE+�L=tE+8,-i=tE+�LfP::U:fi=tt:fe=tttft:t:9:tp:t:t:p::tt:ffiWqttqfP::tt:p::tt:Ee=tttfW9lp:t:t:p::tt:ffiWqttqfP::tt:p::tt:Ee=tt1cL1. 1ti1 RliiJ1PmRAn�"rr1i5,'.! �11:;!;1: -+mmqrr:q1HrRutncr:nr=mlcoe1rutT�ftfW9lp:t:t:p::tt:ffiWqttq:EPt11 -L -ST A 19+0!, 149' LT �§iEBiEBiEBiEBiEBiEBiEBiEBiE§:!!:tt!!:t:!:!:tt:1:1:!!1:!:tttt!:t:!:!!:t!!r--,l 070 � �!?.':l�.S,;rv ""tt + R + j I ELEV. t.09928 ,_ SEE SHEET 4 FOR PLAN l 070 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 -Y- l+++++-++++-+·+++-+++-+++H-++t-+++-H-1++ +-H-++f-H--H H-++t-++-1++ +-H-++f-H--H H-++t-++-1++ +-H-++f-H--H H-++t-++-1++ +-H-++f-H--H H-++t-++-1++ T rttt t-tt--t; C � L ___ JaE:mmmmaElmm:W1r -siA' +'5·)0 ft&� i/'JG @� +H 1.120 1 11 0 1 1-:tn -t-tt-rttt 1 1-:tn -t-t BB tA +0 ,A!fl .___J:ffEEamm-��1,>�• 't�· ��1 J i v... f-H+-i �;�;� L fJ'JR--< k tt 'i t.EV'; ';/02'28 l+-H-+++++H-+++-H++++ t-• f¥ ' .. �Z_!?fiL ,1TTT ""Sa3 .,L,11n,,,...,_nJJtJliffHiffllEEaHEm__J_J-1-rn+111nn 111nn ± a,:,�, � --� -----� Pl= 11+35.00 + q:: ' f 1f.OO'ln-,, EL = IJ0523' tr Pl !0+4000 t± -DR- -s+ 1 1-:tn 1.1?0 1 11 0 11nn vc = 30' ,-it-ttt::n:t:J:tti:t Ht(:(:(t:1 -+£:(·m+- =1= H1=1+::t+-:t:Ht1-1�1:��*E:irEif�if�f-:t Ht1-+=t=1= HJ:j -+£=1=' t-+IU+- :J: HJ:1+::t+-:t:Ht:1-,�1:��rE:irE::tt-mrttt::n:n----1:t:1::t+J:1:t:ttl---,-EL== IJ07.83' t Pl= 11+20.00 -t-t-t t-tt- , ; ++l -+++-++++++-t-+-+++++-++++++++-++t-++-Hf--++t-++++l-+++-++++++-1-+-+++++-++++++++-++t-++-Hf--++t-++++I r-7!!£Ffl!a=§!l!a=B�K = 4 ,� + vc _= 60' ti: �it56' R:E:t ..... tt .. p=t1ffi!tt1:ttl�ggfl!a=§!lla=Bfl!g�g111=gflfla=§!l!a=§!l!a=Bfl!gfl!a=§!l!a=Bfllr--, pl,1.0l'.tlJQ0'-8.JJ:-+-t EH-:EJ-HEJJl:++EJ_?j:0-Hisr_,_,�< li i;;:,5 .;:MFP.;,,;Hw-:--:-:-t----iE---t----iE---t----iE---t----iE---t----iE---t----iE---t----iE---t----iE-J-...l.,.l l nl't_ljon4--i' E---+...l.,.l l 0l't_lJQ04l K -_7 -K = II 1 non -� OS -15 MPH OS = 15 MPH 1 mm 1mmmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mm1 1 nAn 1mmm1 1 nAn 1mmmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mmttt1mm1 1 nAn 1 070 SEE SHEET 4 FOR PLAN 1 070 1 070 SEE SHEET 4 FOR PLAN 1 070 10 11 10 11 12 HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 18+08 TO 18+16 LTBANK STABILIZATION0.01 < 0.01 7 101 -L- 18+12 LT TO 18+45 RT IMPERVIOUS DIKES0.03922 -L- 15+75 TO 18+22 RT ROADWAY FILL/36" PIPE0.01 < 0.01 144 142 -L- 18+22 TO 18+27 RT BANK STABILIZATION< 0.016TOTALS*:0.02 0.03 157 116 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET5OF 5WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWILKESBR-0108NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/10/2020