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Home My WebLink About20190695 Ver 2_Plans of record_20201112 ii_ lr STATE OF NO I';TH CAI',OLINA .A. 7BP.3.R.66 1 N.C. � ► DIVISION OF HIGHWAYS 0 117BP.3.R.66 PE �•+ 17BP.3.R.66 PE ► • o SAMPSON COUNTY PROJECT LIMITS LOCATION: REPLACE BRIDGE NO.213 OVER KILL SWAMP PERMIT DRAWING >6 it ON SR 1710 (EMMET THORNTON ROAD) SHEET 1 OF 4 ......4 40drTYPE OF WORK: GRADING,DRAINAGE,PAVING AND STRUCTURE Date:5/15/19 W WETLAND AND SURFACIWATER IMPACTS PERMIT. OVICINITY MAP 411--II OFFSITE DETOUR 4 _y BEGIN PRO ACT 17BP3.R.66 _ NA 2011 -L-POC STA 13+50.00 \ END BRID E &all \ -L-POT STA 17+66+/- SR 1710(EMMET THORNTON GOAD) 50 TO SR 1711 _ }, J - TO NC s k o. END PRO ECT 17BP.3.R.66 I` BEGIN BRIDGE / -L-POT STA 20+00.00 O N O O V NOTES: A1.CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. DOCUMENT NOT CONSIDERED FINAL 2.THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. UNLESS MAEIRBRTEEER COMPLETED UGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepare In rID rnrrce or: o HYDRAULICS ENGINEER C'INTB oATR F,ROE. a. P 343 E. SiN or oaU, Sa ig� 20 ADT 2016 = 210 xaieiee, 50 25 0 50 100 C se°rruo� cai°ss'*ea a ROW 0 ADT 2036 = 10 m e Sra0010D Pa A OF x' _' K = 10 % SPECIFICATIONS �'E ': Eftail PLANS D = 60 % LENGTH OF ROADWAY PROJECT 17BP.3.R.66 =0.106 MILES DOUGLAS M.WHEATLEY,PE SIGNATURE ' o 50 25 0 50 100 T = 6 % * RIGHT OF WAY DATE: PR0100 ENGINEER 0 LENGTH OF STRUCTURE PROJECT 17BP.3.R.66=0.017 MILES ROADWAY DESIGN ' _� V = 60 MPH MARCH 21,2019 ROY H.TELLIER,PE ENGINEER O PROFILE(HORIZONTAL) *TTST =2% DUAL 4% PRmacr DESIGN ENGINEER 4> 64'' TOTAL LENGTH OF PROJECT 17BP.3.R.66 =0.123 MILES DF TRIO 10 5 0 10 20 FUNC CLASS = LETTING DATE 1 1 1 1 1_' LOCAL MARCH 5,2020 DEREK PIELECH,PE m PROFILE(VERTICAL) A SUB-REGIONAL TIERNCDOT CONTACT • SHEET 4 I SPEC DETAIL p/Lv DITCH VAR.vno HDETAIL apse DITCH I WNTBnc"iB:�.:°G`":�i°`°s'."•g'iaa,zoo PRO e1 weeaaR.66NkW SHEETNo. .no ENGINEERHYDRAULICS WETLAND & STREAM IMPACTS FR" cpMe . SeP GEORGE EOwARREry NAD A 2011 A=0<O. LINDA P WARREN wn.o=1.0 Ft W3 FROM STA.13+50 TO STA14+00 Rr FROM-L-STA.14.00 To SPAY 14+S0 ar 0 EXCAVATION IN WETLANDS = 0.00 Ac/0 SF T (V FILL IN WETLANDS = 0.00 Ac/0.00 SF WI 3 EXCAVATION IN WETLANDS = 0.00 Ac/0 SF 0 FILL IN WETLANDS= 0.00 A</0 SF cvss 6 RIP-AAP WF PARTNERSHIP PERMIT DRAWING EST. TONS EXCAVATION EST A SYGF SHEET 2 OF 4 END PRO ECT 77BP.3.R.66 Date:5/15/19 * -L-POT STA 20+00.00 F I WELE -�j --_ I -- - - ■::MEN=1.E ---- I - SR nu ONROao - .rT.!11==1•:!- EEXISTIN POE n t sGE PAP S . gEga 1 .. 0 , fix*c* * * AT#°>r a T (* * , *K E I SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT BEGIN PRO ECT 17BP.3.R.66 s- + o•s"'• s* 15 _ 1 * * * x \ 34•(lYFl #°i 1 #.' * * + r * * * * * * * * * * MTS � END STA BRIDGE 7+66+/- -L-POC STA 13+50.00 +N/� ®�°'�M*"l E V \ x END APPROACH SLAB �1 -L-STA 17+78+/- E�ra�T®_ ��p a F� xPEIT RAIL�ELEC. I - = _ EXCAVATION IN WETLANDS= <0.01 Ac/136 SF I EXCAVATION IN WETLANDS = 0.01 Ac/74 SF 8:T TPPER • - 1uYIA .,er l'TFi.Ti 9:1 TAPER FILL IN WETLANDS = 0.00 Ac/0 SF O FILL IN WETLANDS= 0.00 Ac/0 SF IS to o/ o'?o 1 ' off o Q 2 $� THOR TON FAMILY ® 81 TAPER T� PROPERTIES LLC WF PARTNERSHIP - _ .1 il�'f.RFI TIC 8.1 TAPE0. III ERN TS-7 '* '7 * * LI *BEGIN APPROACH ELL -* L. * N *Lr V,ttiy6q+4 // * ENF SBG / -L-STA 1W+SAPS a BEGIRT BRIDGE `/*WEGIN IC END SBG __-L SIFA-}6.+7•+/- {�T )7*7&4,'-'LRT#r� -_STA 1J+96+ELT BM#2 IIIMINIMEIME11■111111111111111111111•11Iiiiiil111111111 - . . . . _ _ __ G_ -L-STA 15+81.79,43.11'LT :: :: = - - ' -- - - - -- - ICW.MWWW Wwoowwwwwww M M RR SPIKE SET IN 29"PINE �� •��• �� om oWWW� WWWW� M M ELEV.= 158.28' - -- - II= �_ - - -__ -L-STA 13`Pso.00 =_ �_ 11111111111.1.111111111111.1.111111111111111�11�1111111111111i11M1E 1111.11111111111!IIIII ELEV.= 167.93' g �I=�� ENDS GRADE oo.00 "" iiii.iiiiiiiiiil Miiiil C O ELEV. 62.94' :1 W� WWWW� -- :1 PI= 14+85.00 WWW� �_ �_ OI =M M ■ EL= 16701' PI- 18+90.00 nIIIIIIIII=1=111111111111=1=IIIIIIIIIIIIIII=11=1111111111111�11!11�11�'1� 1111.11111111111 IIIII Kc =be 7a _III 11 1 IIIIII YI IIIIII 1111111 1 1 nlnllnl ;EL= ,60.75' s m■ 1111■111111!!11•11 • V = 40 MPH - VC = zoo' 11111111111 1 111111111111 1 111111111111111 11 Illlllllla'_'!.. �:� 170 nn mnnm 6laouiNIIMMIMs 1 WWWW=WWWWWWWWWW 1 - l-/43ae2� •I- . I- V = 47 MPH ��IIIIIIIIIII!I!Illlllllllll!l!IIIIIUP1!III 12f1*1111111111111■11=1�1=1= WS El,- 154.5 S. .. .. . i.---- SURVEY o4-T3-TmE - c.��'..... FjWW.W. ........iii . . . BECFI SPE IAL /(� - _ +1 9875% '•�•■o■J� u nu:n::::::: • LAT.'V'DITCH (RTI / 7 (-)0.3111% 1 _ 160 - PI •= 13+50.00 /'13A2�'. --- _- IIIIi11I11I•=i11I1 I•i•lliiiiiiiiiiillmIi•iiiiiiiiiiiiini i•im• 160 El= 164.61 -- •iiiiiiliiiiii MI END SPECIAL uuuuu:M MOM I Il LAT.'V'DITCH (LT) MiNiiiiiiiiiiii iiiiiiiiiii-MIiill •1�1� 1 uW BEGIN VAR.WIDTH * ■ ■■ ■n nnnnn■ nnW BRIDGE HYDRAULIC DATA 150 LAT.BASE DITCH (RTI END VAR.WIDTH I\iiIIII11El■=■=■■■■■■■n =■: i IMMO II LAT.BASE DITCH (RTI I IIIIIIIIIII!I!IIIIIEli PI=14+o0.0o DESIGN DISCHARGE =65/ CFS C H=162.30 PI= 14+50.Oo lllllllllll DESIGN FREQUENCY =25 YRS C 1 "'•""1 El= 160.79 • • I I�I "" "I DESIGN NW ELEVATION =157.4 FT E 1 in BEGIN BRIDGE I I END BRIDGE ..I BASE DISCHARGE =989 CFS 0 -' - 16.I 76 .I/- 17166 1/- BASE FREQUENCY =100 YRS m 111 11111111111111M111 - lllllllllll lllllllllll "'1 BASE HW ELEVATION =158J FT "" 130 " '"'""'• OVERTOPPING DISCHARGE_>1405 ftJ CFS 0 C J ' '�'�"WWI OVERTOPPING FREQUENCY=>500(#1 YRS 1 0 '"'"''-:: T77• ••''"""''"""'""' '"""""'nE■Zn1n=Q■===:I=I=In IHHuIHu!::::1 ■ OVERTOPPING ELEVATION=/61.02 FT ■■ DITCH LEGEND :: : :::::: =:: : :::::: ::: WWWWWWWWWWWM.:::i iilili111111.1•1i111.111=1111111111 11111111111I1111111 II 170 •• RIGHT DITCH • MMIMIIIIII.=MIM 1=.1MMIIMM: DATE OF SURVEY =4-23-20/8 E E 1 Er r I IF iiiiiiiiiiiMaiiiMiiiiiiiiii iiiiiiiiiiiiiiiiiil WSELEVATION lid AT I 11111 II1I1IIIIII=■I1I=III1II1ill 1111111111111111111 AT DATE OF SURVEY =/54.5 FT .imi 1 IIIIIIIIIIII1111111 •• •MIN iiiiiiiiiii Eii i iiiiiiiiii iiiiiiiiiiiiiiiiiil • i.i. • 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 E��T�EkWSHENO ENGINEER SPECIAL DITCH WIDTH, 2 WETLAND & STREAM IMPACTS I �NTB ,i,;:c " ,,,. ao17BPaR6�No SHEET ER U GEORGE E WARREN HADA P WARREN 1 FROM ST1113+s n opal FROM I ern.la oo r 117 r. 0 EXCAVATION IN WETLANDS = 0.00 Ac/0 SF N FILL IN WETLANDS = 0.00 Ac/0.00 SF I 1 EXCAVATION IN WETLANDS = 0.00 Ac/0 SF 1 IIF pARTMRSc/ FILL IN WETLANDS 0.00 A</0 SF a I I PERMIT DRAWING , 1 I_ kWm l ` SHEET 3 OF 4 , I ! I ,,,;,;,,,,;,:47; '� \'? END PROTECT I7BP.3.R.66 [Date 5/15/191 , E 1 i> - �I `- I� 1 _ : • -L-POT STA 20+00.00 i _ _ RAIL ,:�x SFr, x ,1/ �In° a 5 VA�r- J " SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT BEGIN PROTECT I7BP.3.R.66 'v 7- ,58.,7)66 1 1 , ,,,<* 1 x x `\ MT END BRIDGE -L-POC STA 73+50.00 ;� w.m _ \) ,� \ -L-STA 17+66+/ �� o i o -- ` I I P' , 2 Ix END APPROACH SLAB i �x I 1 , ' 1 I , I -STA 17+78+/ s �'Y2 • - m mE�Etteac®_.,a .,.e .�A It..x x <x�r a<-Y EL"x_ <0.01 A/136 SF r D OAYI.T° EXCAVATION IN WETLANDSB4TpREa - c a.l'" T ! BI TAPER R / `I MF PARTNERBHIP SF Ac SF POI' /� ' n o EXCAVATION IN WETLANDSc <0.01 Y%% FILL IN WETLANDS = 0.00 Ac/0 SF FILL IN WETLANDS= 0.00 Ac/0to to o/ o'?o Q I p ® 0 el TAPER - 8 _ 1 PROPERTIES L`,6 T 1 ..1• il. f.RFll TI*c Ell TAe00 \ --a=�� 1�^ ..— .:'III 4 2 ^1 +BIN APPROACH SLALE _—_ I , I Ni+ — /Z —S N x/t EN'STA GW+3.J5 col i �;' / i // i — �I 1 I I 11 S wBEGIN SBG END TAG I 3 fi 1 T � , I m li I xl ` / i aBBG BRIDGE + ,ST S,legIc RT#qa I -L 1-6.+7•+/- - --S J+96+ELT BM#2 II IIM1111111.1.111111111=1IIIUII1111111111 _ _ __ G_ -L-STA 15+81.79,43.11'LT i!� !!� = • • • ; • ;ic••Mowou•ww•w•w M M RR SPIKE SET IN 29"PINE •• ••••••••••••• •• om o� M M ELEV.= 158.28' - -- - ii= = - - —__ • -L-STA 13`R50.00 =_ =_ iiiiiiiiiii•i•iiiiiiiiiiii•i•iiiiiiiiiiiiiii•ii•iiiiiiiiiiiii•ii•i•■■ 1111.111111111111.11111 ELEV-= 16703' �i=�� END GRADE STA 20 oo.00 =M 1111�111111111111�11111 C C _O ELEV.- 162.94' PI= 14+85.00 =nEEM M Oi =M M nnnnnnnninmi VC = 270' III II!ii 111111 iii IIIIII iiiiiii I I IIIIIIIIII EL= 160 0 0° ■■�1111111111=1=111111111111=1=111111111111111=11=1111111111111�11�1�1�'� 1•••..11•.•.a_.•_.•.•u V = 40 MPH — VC = 200' 11111111111 1 111111111111 1 111111111111111 11 IIIIIIIIIII•l_ �.� 170 nn nnmm.�„P -. K = 87 '- .,.aoui•ORMIMMs 1 lll=lllllllll�li l�I4.3asz% � V = 47 MPH IIIIIIIIIII!I!Illlllllllll!l!IIIIIUP1!III I�flSIIIIIIIIIIIII=11=1a1=1= .. _ S.Z.a... r rr BEGI SPE IAL /(� _ SURVEY o<-z3-Tole +1 9875% •e::.i'■o■J� 1— a_ a. n. n- . .••nnZnZ�.Z.Z • LAT.'V'DITCH (RTI / A46 66 _ (-)0.3111% 1 _ 160 - PI= 13+50.00 /'13A2�'. ---- '-- liliiiliiil••iiiiiii I•i•liiiiiiiiiiiiii•ii•iii1ii1l111iiMi 1•I•i• 160 El= 164.61 --- •Illillilllili 1•1I END SPECIAL ouuou•M MOM i 11 LAT.'V'DITCH (LT) •MiMiiiiiii!!i!! iiiiiiiiiiij Iiiiil 1E;i-1i 1 ■ BRIDGE HYDRAULIC DATA150 LAT.BAS VAR.WIDTH \ ; = II LAT.BASE DITCH (RTI I I11111II111.1.1I111 Eli PI=14+o0.0o DESIGN DISCHARGE =65/ CFS C H=16z.30 PI= 14+50.00 DESIGN FREQUENCY =25 YRS Ca 1 ••••••••l El= 160.79 • �I lllllllllll MiMiiiii DESIGN/A9 ELEVATION =157.4 FT E 1 7e BEGIN BRIDGE I I END BRIDGE .. BASE DISCHARGE =989 CFS E -' - 16.1 76 •I/- - 17 1 66 1/- lllllllllll m BASE FREQUENCY =100 YRS .L. illllllilllllilllu•lll lllllllllll •••I BASE HW ELEVATION =158J FT a 130 J ••••••lllllE•M•••• OVERTOPPING DISCHARGE_>1405 f+J CFS E C •••••••••�•�••••I OVERTOPPING FREQUENCY=>500(+) YRS 1 o ••••••••--' T77 ••••••••••••••••••••••• •••••••••••• 1•■Z1uIWYrYYiY■Z=WY■iW'3Z1BZ1 IHH.IH.!:.:.!.■• OVERTOPPING ELEVATION=161.02 FT ■■ •• DITCH LEGEND M•M••••••==:: •••= •:••M••• •••••••••••M.:Ili IIIIIIIIIII�•II�I=IIIIIIIIII IIIIIIIIIIII111111I :: • • • 170 RIGHT DITCH 11M1M11111i�M1M =•MIMMMIM DATE OF SURVEY =4-23-2018 E E 1 Er - .. I IP iiiiiiiiiii-iiiimiiiiiiiiii iiiiiiiiiiiiiiiiiil WSELEVATION 1�1� I 1m111 II�IoIIIIIIm■ImI�III�II�ill 11111111111�1�11111 AT DATE OF SURVEY =1545 FT .imi 1 IIIIIIIIIIII1111111 •• •1i111 11iii11111i Mn Eii 1 M11N1111111 iiiiiiiiiiiiiiiiiil ••1•1• , .._._......__._ .=u.=..'e.0 ..........._ .iui. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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-Sta.14+61 to 17+74 RT 21"Cored Slab Bridge 0.005 1 TOTALS*: I 0.005 *Rounded totals are sum of actual impacts NOTES: Excavation in Wetlands: 210 SF NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5/15/2019 Sampson County Bridge#213 17BP.3.R.66 Revised 2016 09 09 SHEET 4 OF 4