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Home My WebLink About20181291 Ver 1_Duplin 325_B-4501_Authorized Permit Drawings_202006245_20200624 1 II NORTH /1/,may` �I( IT}� \ S I/1Lv q T E O F YJ A R O L I N STATE STATE PROJECT REFERENCE NO. NO. SR88TS \�ti5 ]44 STATE :a X.92z n Noc. 17BP.3.R.76 i .0 �: -RP DIVISION OF I—I I G H W A Y S STATE PRE.NO P APRw.No. R P~oN • y 7 - - -- t 44 0 - -------- ��o:tN •_r DUPLI1�l COUNTY ma" F,� 193] • 1945 M 946 558 = - • eli 1111559 r mu�' o toms£° '� 1318 � 3 oii; 171004 Q'Bat % $ 1114 41(4 .\ 4. ' 1558 LOCATION: BRIDGE NO. 325 OVER BRANCH OF NE CAPE FEAR RIVER PPROJtl—I `, ON SR 1004 (RONES CHAPEL ROAD) PERMIT DRAWING 130ELIMITSCT 13]2aP! TYPE OF WORK: GRADING,PAVING,DRAINAGE,AND STRUCTURE SHEET 1 OF 8 131fl ' 1004 61371 -- W 1368 WETLAND AND SURFACE WATER IMPACTS PERMIT V NOT VICINITYS MAP O GLE OFF-SITE DETOUR ll .' END TIP PROJECT 17BP.3.R.76 BEGIN TIP PROJECT 17BP.3.R.76 / -L- POC STA. 20+50.00 O -L- POC STA. 12+00.00 -_._ ,_ k eL:4 `,m ISITE1 1 51. �gg Me 0110111111111.1111.111.... A NM -L- _ M- S 44`27/11.7"E U v .\. I v,P 4-,,,,N P° INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 6- V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Office of McKim & Creed for: HYDRAULICS ENGINEER ADT (2018)= 2690 DIVISION 3 50 25 0 50 100 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION HORT i'i" ADT (2018)= 3300 ��®� 614.iiiiiiiiiiiiiiiii2012 STANDARD SPECIFICATIONS o J PLANS K = 10% LENGTH ROADWAY TIP PROJECT = 0.148 MILES ®� �fq D = 55% SIGNATURE: P� �> ,4, 50 25 0 50 100 T = 3%* RIGHT OF WAY DATE: DAVID C.WALLER, PE wow th"� TTST = 3/o o DUAL = 2/o o LENGTH STRUCTURE TIP PROJECT = 0.013 MILES DUNE 15,2018 PROJECT ENGINEER ROADWAY DESIGN ^� ENGINEER 1-,*a PROFILE (HORIZONTAL) ��p I ®�� i*z O V = 60 MPH TOTAL LENGTH TIP PROJECT = 0.161 MILES ®P 8wk6s� New 5 2.5 0 5 10 FUNC CLASS = LETTING DATE: RICHARD MOORE, PE 7, - c , `I III MINOR COLLECTOR NOVEMBER 15,2018 PROJECT DESIGN ENGINEER -** `/ P.E. ` J PROFILE (VERTICAL) SUBREGIONAL TIER SIGNATURE: 100'175 hvd nrm shtl dgn 8/15/201 8 4.57•11 PM 0- PROJECT REFERENCE NO. SHEET NO. o, loo' 0' 100' 17.8.3.R.76 _— co REVISED 1/23/19 RN SHEET NO. GRAPHIC SCALE ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Ln \ PERMIT DRAWING SHEET 2 OF 8 �pcD N \ \'''' ) ,\: '\ O J / + +++++ + 443 4,,i 4.+4, ,Y 4" 4, 4"Y >Y >Y >Y 4Y 4, y I — .,... DOCUMENT NOT CONSIDERED FINAL — //+ + +++ .',m k �H, : 4,44, �",y 4 4 y"**4 4:4 L'Y>y*4.%4 4�4; UNLESS ALL SIGNATURES COMPLETED \\4" 4. 4> �.+,y+4'4'4 4 H'>Y,y'Y 4+�.•w ��\ 4" Y 4"+>Y:>Y>y 4�Y *>Y 4,,4 4*r >Y 44,44 ' H'+4 H ,Y 4" 4"H'4"*4 4:1 + + + + ++ + + + + + + + H' 4,+4,+ +>J"4 4"+ + >J"++++ +4,VT 4'4,+ ,y+ + 4. 4, 4. 4.+ 4. + WETLAND FILL IN HAND ++++ ++Y+ $ ',+++++ + ++ +>J'+ + + 4, 4, >y + + + + 4"++ ++ + +� S / IMPACTS WETLAND CLEARING +4,+ +4" + z "++++''4 + >WEPACTS FILL IN MECH. + + '1' >y + + + ++/ WILLIAM TOWNSEND MOUNT OLIVE LAND DEVELOPMENT CORPORATION / + +++++4'Y+ cn +++++47 +++4IMPACT$WETLAND CLEARING, + +4" 4. 4. + / AMANDA P DAWSON / /+j SITE 1 481 SF 918 SF T, +++ ++ ++'•,A 4,4, H' + 4,+ +4,+ + + 4. NATHAN T.DAWSON / cal/ /+ + + + +4,4,44"'4 4,'1"+ >J'4 ,y++ ,y+4'+++ 4,+ SITE 19055E 1211 SF y + + / / SZW .. - / +4, + ,:44+44+4 4 4.*4,4"44+>Y+4"4, :4,4, ++,44>Y +4"++,:4+++ +,y 4,++++ + + + + 4*+>Y .. _41 //// // / -. - i 'iA- ".rya via_ _ -_-., dz =c::m. - - .. - _�� --- --- — — — • — --- — �� nN�aiw� .aa. 1_.� § L- _- S 50`31'44.4"E _-- -/��' "_ rivWiv..i.TT H - asnNc Riw O WETLAND FILL IN EXC.IN IMPACTS 'y>y++'.`,� + + 4" '•.� +++++>L\\_,/,y ++ >Y>Y>Y+4"+ ++ 4' + + ++ 'J" +I IMPACTS WETLAND WETLAND .1/ ++>y'4 +4' r +++ +4.+++ + +++ + + ++,y + + + + + + + ++ SITE 1 220 SF 211 SF \ / + + + ++ >y +' Ig I ++++4* +,y++++++4, ++ +++ + + + + + + + + 4, +++j MOUNT OLIVE \ \+>Y+ +++4++ ++ +4,+ + 4 + 4" 4, + + + + + + + + + + + + 4/ TOTAL STREAM IMPACTS LAND DEVELOPMENT CORPORATION 3 STREAM TEMP. TEMP. PERM. PERM. v, JAMES GOY ET LX I o I ///C/ O IMPACTS SURFACE SURFACE SURFACE SURFACE >'/ DENOTES FILL IN WATER WATER WATER WATER F WETLAND SITE 1 0 LF 0 LF 0 LF 10 SF T .. � VIRGINIA WILLIAMS '// DENOTES EXCAVATION mn-0 IN WETLAND z �./«I �, DENOTES HAND MP CTS WETLAND CLEARING A ',�� CLEARING DENOTES MECHANIZED SITE 1 36 SF 317 SF - CLEARING DEN SURFACE IMPACTS IN WATER E 11 BRIDGE HYDRAULIC DATA 11 DESIGN DISCHARGE = 695 CFS DESIGN FREQUENCY = 50 YRS _L_ ELEVATION 9 FT BASE DISCHARGE = 848 CFS BASE FREQUENCY = /00 YRS BASE HW ELEVATION = /33.2 FT OVERTOPPING DISCHARGE = >1200 CFS OVERTOPPING FREQUENCY = 500+ YRS OVERTOPPING ELEVATION = /36.4 FT DATE OF SURVEY = 04-04-20/6 BEGIN GRADE END GRADE STA. 20+50.00 12+00.00 EL = 140. ' W.S.ELEVATION EL = 139.70' 4343 AT DATE OF SURVEY = 132.6 FT • STA,'�,ps,s-L- PI = 18+75.00 150 PI = 14+25.00 ' ,* "Z. SPAN,24•CORED SLAB WITH 2.5'@APS EL = 137.35' 150 EL = 136.00' VC = 250' VC = 280' « ' +-`zr K = K = 144 V = 68 68 MPH — .\— �� — ` 140 — _r /� , V = 60 MPH , � __ ! 140 - - --- -- - - • ` li N . - - -- _ — — --- — — - -•• i J_r 130 - — — �' �"h — 130 1.11111 ►3FCrI+ ■ITC :.,••••■- RT _ EN " DI C- GRADE IT 120 EL='31.40' B*o RADE RT -i- �l I El- 1 518' +ITi 120 * L-S1�A��8 �5 EL=113 26' `" aL-131 17' z z 0 ... 110 BEG! II c...H C BADE LT 110 ,,�7 EL=1310.•5' F-0C 0.z >F»c '4,1� ... 100 10 - 11 - 12 - 13 - 14 - 15 - 16 17 18 19 20 21 22 23 100 '300375 hyc1 prm sht2&'3 clgn 1/21/2019 10.05.42 AM Cr PROJECT REFERENCE NO. SHEET NO. cr 100' 0' 100' 17.B.3.R.76 __ co REVISED 1/23/19 ••• RAN SHEET NO. GRAPHIC SCALE ROADWAY DESIGN HYDRAULICS \ \ 'a\ /- 1 y \o„/ ''''\ I \ \ \ I ' / ENGINEER ENGINEER 0 PERMIT DRAWING ti SHEET 3 OF 8 ii 7t3'1 l':\ ''''; /(/ 4',g,N e,-- -----s 1 ("' ' 4, , \ ( t \ - — - \ 1 \ \/+ 4+4'*4 + 1 0 + +++ + + 4 4'�' �" -4-' 4'-'4,--,: `-- \ -\ \ f_ - - DOCUMENT NOT CONSIDERED FINAL \ \ \ \ \ /4,+:+++ 4,+4 4 4 4,4 14 4. 4. ; 4' 44. �' P"4,4,t4 + *-4�" ,,*L y" �"� \/ \ ' UNLESS ALL SIGNATURES COMPLETED \ \ + ++ + m \. +may+++ ++ + + + + + + + \' '� ,s. • c\ l \ - \ I \ \WETLAND FILL IN HAND ++'+Y++++++\1�� \` ++ +++ + + + + �, �, + +�')'++ + +++ +++\+ ++ \ \ - \ - -j / /,._ /7 MOUNT OLIVE LAND DEVELOPMENT CORPORH'TIO/ T 1 / // IMPACTS WETLAND CLEARING ,y+++ '4 11"\�\�A\4,4 ++ *,,*IMP*IMPACTS WETLAND CLEARING FILL IN MECH 4, �+\++++++ 'y /k AMANDA l NATHAN P DAWSON \\ \ \ i� // I \ w I 1 I f'YJ, SITE 1 481 SF 918 SF 4, +++ +#,ter' +\ 1 i.\),,y++�y 'Y � + 4.+ + SITE 1 1905 SF 1211 SF + '+I+ + 'J" + I y' y. \ ~'^\ J/ t r + + ++++++r\+ +++++ +++ 1 I I ++ +++++ + + + � + + + i // / z „Fg = - - ( / - • Iaiirrr." %/f /' , A - - - - -° _ - - imimi /rw�-�- _—�� I_ =- _ _ _ ope®ISO it S 44* 8,7"E I I I \ � _ '+ +$1 I+ \\ \ \ - e + + asnNc aiw WETLAND FILL IN EXC.IN ,4 4' 4',i, * ,i, + 4' y"'y++'y-''------/--++ 'l + +"A,-,* *4' 1 + +\.,y + + 4' + 4,4,l / / I / z-' O IMPACTS WETLAND WETLAND y.l +'y +�' r 'y+ I W I \�,...,4 ** �,+,y'y ,y+ + +"�' + + + + + 'i" ,,,\y. y, I/ / \ \ / + + + + +�++ +++++ + ++ +n +l + Cox\+ MOUNT OLIVE \ \\'i"')"i"Y+ + ++ - I++l+'J'y.+ ++ +++ 'y 'i' + 'k'i' + + + + '✓ + + + +)+ TOTAL STREAM IMPACTS / i SITE 1 220 SF 211 SF I \/ + + 1 ++ I - I 'LAND DEVELOPMENT CORPO TION ^ \ \ I o / I- ' l / / / I ( / \ / _ \ .F)a \ ) 1 \ STREAM - _ (�.5/I TEMP. TEMP. PERM. PERM. \ ZO / �_ JAMES GRADY ET LX -"' I \ Y I ///� WETLAND / O r /!�\ IMPACTS SURFACE SURFACE SURFACE SURFACE \ y / 1 ;� / q / \, WATER WATER WATER WATER s N / F DEN04ES FILL IN / I SITE 1 0 LF 0 LF 0 LF 10 SF \ N —_ r / J 1 VIRGINIA WII�LIAMS \\ 1 \ w / _ \ /1 / \� - \ / DENONE WETLAND I °C V 7\,..- J \\ °" \� irAer,_ / / (�WETLANC FILLIJ1 HAND / I A � DENOTES HAND \IMPACTS WETLAND CLEARING\ / i ) CLEARING l ID SITE 1 36 SF \317 SF \ \ \ - ( av, 1 \ - - r - DENOTES MECHANIZED \ \ \ / / / / / \—� / - - CLEARING \ \ \ '4\ \ \ SURFACE IMPACTS IN WATER E BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 695 CFS I DESIGN FREQUENCY = 50 YRS _L_ ELEVATION 9 FT BASE DISCHARGE = 848 CFS BASE FREQUENCY = /00 YRS BASE HW ELEVATION = /33.2 FT OVERTOPPING DISCHARGE = )1200 CFS OVERTOPPING FREQUENCY = 500+ YRS OVERTOPPING ELEVATION = /36.4 FT DATE OF SURVEY = 04-04-2016 BEGIN GRADE END GRADE EL A. 20+50.00 STA. 12+00.00 W.S.ELEVATION EL = 139.70' EL = 140.43' AT DATE OF SURVEY = 132.6 FT • STA.A415.5-L- PI = 18+75.00 150 PI = 14+25.00 I "Z t SPASPAN* 4•CORED SLAB WITH 2.5'BAPS EL = 137.35' 150 EL = 136.00' VC = 250' VC = 280' « ' +-`rr K = 171 K = 144 V = 68 MPH V = 60 MPH — ` 140 - - _r-1 044,X IIME ! _ 140 - --- ---- • `glilitilLNIIIIMMINI -- - - --- _ — - --- — — - -•• i J_r - _ - - -1orx 30 - - - —' �"I_ — 130 1.11111 BFGIa ■ITC :.,•'■; RT EN - DI C1 GRADE IT 120 EL='31.40' END `ZADE RT � _1.4 i Et rl 518' +ill 120 L-STA 16 05III EL=113 26' J EL-13117' iii 110 BEGI II C. L BADE LT 110 1-,�7 EL=1310.•5' tn*z >F»[c ..� .... 100 10 11 12 13 14 15 16 17 18 19 20 21 22 23 100 10037.5 hyc1 prm sht7.&'3 clgn 1/2, /2019 10.06.10 AM REVISED 1/23/19 -\ ' ' r7PERMIT DRAWING / � � � � SHEET 4 OF 8 -)' '' i k �PD 7 50' 0' 50' WETLAND FILL IN HAND ' ay ■ ■ ■ ■ ■ IMPACTS WETLAND CLEARING / .4' m �, / ay 4, GRAPHIC SCALE SITE 1 496 SF 805 SF �� , - ', + - / / p - / - / � 4/ imiE 0;ifesfiVAIVEleralle. ;-017..Y.40.1-0. ,LA.4 # 4.1-6. ...ti6-47.1-rim,Trill e��I r� , rF F - .e - 0• . h„/' I8t TTT :Fit � � r�: 2 ILr_ o iii;;;;; I wow. — IIK Milik ,„, m 111 1��r= T. milillitiNV-... TOTAL STREAM IMPACTS _ ,7 \ TEMP. TEMP. PERM. PERM. / -, �\ STREAM SURFACE SURFACE SURFACE SURFACE / 4'\ ,i, -\ ' ',\ -7' IMPACTS WATER WATER _WATER WATER 3 4 - fc �y rn SITE 1 1 0 LF 0 LF 0 LF 10 SF / A \ / \' ' " " " rn 47 4 WETLAND FILL IN EXC. IN IMPACTS WETLAND WETLAND SITE 1 rn rn I SITE 1 220 SF 211 SF -, AREA OTES RIP RAP NCDOT a3 DENOTES EXCAVATION DIVISION OF HIGHWAYS AREA PLAN N \Y I1 DU]PLIN COUNTY P I'OJ]ECT: 17It 1P.5.I'.76 (SF-5OO525) DENOTES HAND �� DEN WETLAND TES FILL IN I',EPILACE II I';IDLE 325 ON �I �i� / CLEARING I1\"� �®®4 O�VIE �� DENOTES EXCAVATION NE CAPE IFIEAI1 IV]EI'� * DENOTES MECHANIZED j` IN WETLAND * * * * CLEARING 8/29/18 300325 hyd prm sht4.dgn 1/23/2019 10:07:59 AM REVISED 1/23/19 '. � , -4/ t I— — — S — — PERMIT DRAWING � � �S \ . / SHEET 5 OF 8 6-)N ,� WETLAND FILL IN MECH. �.o� / J - / + _ dim 4, .+,,, S 4 IMPACTS WETLAND CLEARING 5 0' 0' 50' 4 / y �/ �/ 4/ SITE 1 1905 SF 1211 SF -/ a/ / •��•�•�� 4 m , . ., + , GRAPHIC SCALE S —II AT f::; #'Ad ' ; `vi : + � "'r," c -fx:s:s: .--:-.....----St.-:_._._;: - ! —ftilb , — ,go II r to sito `ig tliaid ®ii'l 'p��0�jigl S l l ( l l o l S , , or ApielL, 8 3 2 8 8 8 8P1-4 -tea,, s -?*174 - — mil_ _ Z , I \2 + - / �/ 4, WETLAND FILL IN HAND -+ -+ 4 s -\J' rn -)' - IMPACTS WETLAND CLEARING i . /_ S S . / � � SITE 1 36 SF 317 SF S SITE 1 D PLAN VIEW _ \ rn NCDOT :4444 DENOTES RIP RAP OW:, AREA /F F DENOTES FILL IN DIVISION OF HIGHWAYS WETLAND DUPLIN COUNTY DENOTES EXCAVATION P l's OJIECT:1711)13.3.11,16 (S1F-300525) AREA �� DENOTES WETLAND IN II,EPILAC]E II I'IDGE 325 TOTAL STREAM IMPACTS _ ON SI', 1004 OVIEI1\ STREAM TEMP. TEMP. PERM. PERM. �l DENOTES HAND NE CAPE FEAI'; I';JV]EI'� IMPACTS SURFACE SURFACE SURFACE SURFACE �/ CLEARING WATER WATER WATER WATER SITE 1 0 LF 0 LF 0 LF 10 SF S//22//18 300325 hyd prm sht5.dgn 1/23/2019 10:08:28 AM WETLAND AND SURACE 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 13+90 TO 15+85 -L- LT Roadway Fill 0.01 0.02 1 14+70 TO 15+90 -L- RT DRAINAGE DITCH < 0.01 < 0.01 1 16+20 TO 19+00 -L- LT- Roadway Fill 0.04 0.03 1 18+55 TO 19+38 -L- RT Roadway Fill < 0.01 < 0.01 1 15+85 -L- LT BRIDGE ABUTMENT < 0.01 TOTALS*: 0.06 < 0.01 0.03 0.03 < 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 01/23/2019 DUPLIN COUNTY 17BP.3.R.76 REVISED 1/23/19 SF-300325 Revised 2016 09 09 SHEET 1 OF 1