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Home My WebLink About20201753 Ver 1_plans of record_20201124 r \/ See Sheet 1 A For Index of Sheets STATE OF' N O�s �ET C A`� ®T 1T N A STATE STATE PROJECT REFERENCE CO. SHEETTOTAL S M See Sheet 1 B For Conventional Plan Sheet Symbols L 1 L4 1e 1L ` ' 7 See Sheet 1 C-1 For Survey Control Sheet N.C. 17BP.3.R.83 i oo 'hari DIVISION OF HIGHWAYS STATE PROD.NO. F.A.PROD.NO. DESCRIPTION • 1102 17BP.3.R.83 N/A PE:14 1102 17BP.3.R.83 WA WW & UTIL ,Q)0 40 o N 17BP.3.R.83 N/A CONST. M 1933 a 1934 ii DUPLIN COUNTY 01 - 1,931 1162 ^I 1148 Murphey \� 10 1148 J LOCATION: REPLACE BRIDGE NO. 45. OVER ISLAND CREEK PERMIT D RAW I N G p....I 193 ,4 ON SR 1162 (BAY ROAD) Island SHEET 1 OF 7 L1114• 1 • ' PROJECT , LOCATION 11 �► TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE V 1936 40 �1 O 1162 WETLAND AND SURFACE WATER IMPACTS PERMIT VICINITY MAP �P°ti � • • • • • OFFSITE DETOUR +' '1 w 1 _:.,c 4 rail 0 BEGIN PROJECT 17BP.3.R.83 0 n -L- STA. 14 +00.00 BEGIN BRIDGE n END BRIDGE END PROJECT 17BP.3.R.83 CIN -L- STA. 16+36.06 i o -L- STA. 17+63.94 -L- STA. 19 + 50.00 i i , ,L ,L „ „ „ „ „ „ „ i 2 ± ± ± ± ± ± S S S ± �, ,A i ; I AL AL AL AL AL AL AL AL ± / N */j5 ISLAND CREEK�,si E 1 I I ± A, A, A, A, A, A, A, �� ,s- ±--- ± ± 1 ± ± ± ± ± ± ± aj - ; A-WLa S S S S S S S 1 ,s WLE-- \-_ WL / TO SR 1148 �r ----�- ems WLE , ROSEMARY RD/ c MURPHY STORE RD 0 TO SR 1936 -L- SR 1162 (BAY ROAD) > _' GARLAND KING RD— a + `_ S S S S S WLe-, i. S WLB S S h a �—WIB— /— _ i/ + //-\\ , + S S S S S S S S S S 5// i / V _ s G/ + + - '� S / M � � / ro O + S S S S S S � SS�- SITE 1 W � LP j/ � _+ + + + __ a / S S S S S S S S S e� S S --1._ --WLS-1— A, / cn _ ___ — O / + + / S S S S S S S S S S I, I, S S S S S S S wee L S S S S S S S S S S S S S S S A, A, S S S S S S S S 6 c a E C 0 L — CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED), DOESS ALL SIDERED FINAL C UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. wPrepared For: HYDRAULICS ENGINEER cos) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS 7 N ADT 2020 = 865 1000 Birch Ridge Dr.,Raleigh NC,27610 50 25 0 50 100 BY: ®� R®�r� ADT 2040 = 1050 TGS TGSENGINEERS �y 0 PH(919)773-8887 Q °g� ENciNeeas 706 HILLSBOROUGH ST @r 0 L PLANS K = 10 % = CORP.LICENSE Na: Q LENGTH ROADWAY PROJECT 17BP.3.R.830.080 mile SUITE NC C-0275 .0 T D = 55 % RALEIGH,NC 27603 PE. ® sy = LENGTH STRUCTURES PROJECT 17BP.3.R.83 = 0.024 mile SIGNATURE: m 50 25 0 50 100 T = 6 % * 2018 STANDARD SPECIFICATIONS . g `i I" TOTAL LENGTH PROJECT 17BP.3.R.83 = 0.104 mile ROADWAY DESIGN V 60 MPH RIGHT OF WAY DATE: L° V. MARCUS LOWERY, PE ENGINEER mr° PROFILE (HORIZONTAL) * TTST=1% DUAL=5% JULY 20,2019 PROJECT ENGINEER �� ®V4e moL O 10 5 0 10 20 FUNC CLASS = DEREK PIELECH, PE ®P TSh�� ooN `'i"� MINOR COLLECTOR LETTING DATE: NCDOT CONTACT NU �X� .1 SIGNATURE,(VERTICAL) SUB-REGIONAL TIER JULY 21,2020 SIGNATURE, P.E. PROJECT REFERENCE NO. SHEET NO. l7BP.3R.83 4 co 0\1 R/W SHEET NO. INSET: P`r ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER CLASS II RIP RAP SEE SHEET 4 \� o Q10=0.15 CFS (STRUCTURES RE5 ITEM) O p �� o V10=0.1 FTiS 3LANCHARI CO.INC N / ' `]Y GI MAINTAIN 1 I AROUND DIUS APPROX.LOCATION OF CRUTCH BENTS 5 o V) CLASS B RIP RAP I-- E&B FARMS.INC E&B FARMS.INC CLASS B RIP RAP HONEY HILL/ LLC ,-------- DOCUMENT NOT CONSIDERED FINAL _ /^� I UNLESS ALL SIGNATURES COMPLETED I - y7 `4� 0 , i .: 10%SLOPE �_ , J< i Y 10=0.819 T/S /'. TGS I / I 1 I / s I//� ENGINEERS TGS ENGINEERS r I' / 1 ' .I ± ± VW30 F" ii,4 I _�__ J w00DS \\ 706 HIL RALEIGHNC 27603ITE 200 jI I ± ± ± TO 11S W�YIS AN0 CREEK -� 11111 PH(919)773-8887 / , r / I RI �,� I -< _._ ' ± ± ± ± m CORP.LICENSE NO.:C-0275 x ,��%i' 3 a �li rim 1 1 ` 48"POST& WW I ' WM W—— I L _ - .$ $ -. -._ +��, f -�1 SUE—e — -—--^_ - L--. _ .± - t±_ - ±_ / EXISTING R/w ZEXISTING R/W , i O Imo! 1 - - -. ,-iTiTT... I� _ -- W/153W 6" PVC HM'�I �iZ,gCP� --F ,--_ -{ii:Xi{.!iy GiF�.'�.lih;ifiihrir n l n � f 1/ I �. I.I ____� __ F "'——6. PVC 0. w - - - - - w -1 y w o w r I I I 1 -L- l OR.2(I,I !t // nl 1 SR 262 BAY ROAD 20'BS7 SR 262 BAY ROAD 20'BST N 40 32'2 ' E �R 7GI 11'� :I r�' ri CR/('I I I F Cs— C F •-- ° --•_, K- /it-4� �--F • F F EXISTING R/W .' - -- -- -- N+ .. - - 1� L' ) EXISTING R/W ± ff .. .. I�'I .. -. .. .. i' -wLs__ i'�\\ LTD� '''L,_ r �,� //— / -j I I } ' ' Js .. _ .' -. \ r. / RIP RAP C'STANDARD 'V'DITCH _ - / / . g / n —SEE DETAIL A e— — ± ± ±\ Q / :, 2 CLASS 3 RIP RAP /� -__ - �� / LOU ANN OSTADI / ± ± ± ± ± 0�y _ — .LB.-_ HONEY HILL LLC ————_——.5-1 ± / — I IL IL ± II o / LOU ANN OSTADI _ __ ,n //i ± ± ± ± ± ± ± ± ± ± ± ± ± ± ± ± ± ——�-_ wLe,--- ± ± ± ± i \ _—± ± ± ± J: IV) /'''.': z 1 ., -w -w * AR is As sk ± J, ± ± ± ± ± ± 1 ± '' ± ± ± ± ± J, ± ——± ± ± ± ± J: 1 I. ° SKETCH SHOWING BRIDGE/PAVEJUENT RELATIONSHIP (N.TSJ VAR.WIDTH P.S. *`e I� / w 2'-11" SBG 1'_l„ 2'-1l„ ± ± ± IL IL I I IL IL S ± ± ± ± ± ± IL ± ± ± ± A. ± ± ± ± ± ± L ± ± T ICP,* SBG=SHOULDER BERM GUTTER III,- I� DETAIL A J Y. 1 STANDARD N'DITCH PERMIT D RAW I N G o ` 1 j '8 -L- 6'4^J 0o SBG -' o blotto Scale) Q10=0.16 CFS �/ m Na,uml I V10=0.3 FT/S SHEET 2 OF 7 r O qo o ,. 3,ol SBG7 O� 'i o �� GRAPHIC SCALE $� Min.D-1 Ft. 50 0 50 100 1' S'2'-11" 12 L �2,-11„ 1'-1" L E I FROM -L-STA.16+08 TO STA.16-J38 RT. `� FOR STRUCTURE PLANS, SEE SHEET S-? THRU BEGIN APPROACH SLAB SBG D APPROACH SLAB SEE DITCH PROFILE S-?? VAR.WIDTH P.S. —L— STA.16+25.36 P.S.=PAVED SHOULDER —L— STA.17+74.64 EST.DDE:11 CY 1111111111 1111111111 1111111 ■1■IIIIIIII■■IIIIII■IIII■■11111r'1111111111111111■III■II■■■■■■■I■■■■ EXISTIkGGRWID - F PROPOSED GRADE LEFT DITCH GRADE • 11111Eillliiiiinlii RIGHT DITCH GRADE ■■■III 11111111111111111111111111111111111111111111111111 IIMIIIIIIIIIIIIOIII .1111i■r � _ 2 IIIIIIIIIIIIIIIIIIIIIIIIII STA0�� i 1111111 11 f 0 �oi �_ / 9Doi1 � I ■ W / . _ ._ .. ___ � = GO 1 • ..__ ______ 10 ___ ___-._ 60 :' 1111111 50 _..._ ._ ...___..__ .I • ..I..... _. __ .___ _ ... 50 ch . . _�.�_ ._ ...___...}aP.11CCYU. 'P .,GT71m..______. ___.___ _ ... m `��R�i�i.��r�.r.a�aoor_1eT� _ ._��RR a.��urce�O..._,C/l•.' _391!!��__. ___.___ _ _. co — ��:—— - _. ___.___ ____... to 1111111111111111111111111 — r l+�o�r �.�1��fl•[! 3 , 1 =a' �_=====�i` --- =�=�i� -._,_ �, _ - _ :___::: 1111111111111111111111111 �1MMIM 1■111■ION _ I I I IIII ) 1NEIII■I1in�m��■I■�■■ mm m`•i - 1111IIII11111111111111111 �•,I !_■ ',, !'1 m!.I 1 _ 1 , / Idea■•■ �N�N��■� ■•• o —_grlE /trice F-,.. .___ r6 -h.LI 1�I.. ':'�1�■1 ■■■■■■■I■ I■■ BRIDGE HYDRAULIC DATA iLra� c_. .___ E 0. -_ . !.!_ PRI ■ ._.LRP_ ■ 111.1111. 11 .______. ___.___ A. �_� _aV—111w rr11/M�-; ME _I un'm. I' ,_ __M____. ___.___ DES/GN DISCHARGE = 1100 CFS 1111111111111111111111111 �•�I�ei .`r_Iy rz..i•ai 111I1111 Ell II11 .V! ilIAM•■ ••••••�■• IMAM 30 1 F DESIGN FREQUENCY = 25 YRS 30 !SearIl w1111111111' DES/GN H� ELEVATION = 445 FT �^ BASE DISCHARGE = 2550 CFS ENCY = 100 YRS iIR raw a X7TT1 IIYI dill n BASE H►HBASE EELEVAT/ON = 46D FT 20 a • 11Y 1 OVERTOPPING DISCHARGE= 2300 CFS 20 OVERTOPPING FREQUENCY= 50+ YRS OVERTOPPING ELEVATION = 45.4* FT 'OVERTOPPING ELEVATION REPRESENTS n LOWEST HIGH POINT ON DECK/ROADWAY 0 WHICH OCCURS AT SAG 63 -L- 25+82 00 DATE OF SURVEY = 7/8/20/6 co WS.ELEVAT/ON AT DATE OF SURVEY = 42D FT CO 2- I I I I I I11111111111111111111111111111111111111 I�• N-X' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 C' PROJECT REFERENCE NO. SHEET NO. l7BP.3R.83 4 co / '/ - --\ �I <, J I O�1 RAY SHEET NO. / \\ C\ \\ \ / lI \\ \\ \ (\ \\\ I\ II i I r��--7 / - 1 \I r.\ 7L ROADWAY ENGINEER DESIGN ENGINEERS / v v / v / I \� INSET: / P� I __-� \ \ \ \\ \\ \ \ \ 1 / //// \ / / i\ LASS II RIP�P \ I�I / \� I I I I STRUCTURES ITEM) SEE SHEET 4 4 / l 03 o v vv v \ I v v v v ) , 0=0.15"CFS I RYP.) �7 p I p \ 1 \ \\ \\ l ///814=0.1 FT/S \ I / I \J/ BLANCHAR[ CO.INC N / I C1P 1 0 \ \ I \ 111 I/ ) \ \ -/ I l — -- \ \ \ ��- \ / \ I I // / \ I \ / MAINTAIN 1•:1 ) / / O \ \ \ \ / 1 I// I //O \ / AROUND DIUS APPROX.LOCATION OF CRUTCH BENTS \ / -'- / \ V) \ \ 1 \-� \ A\ I IIIII / / / I / CLASS B RIP RAP �� / /�/��I / \ \ I IIII/ .- /E B FARMS.INC / / \ HONEY HILL LLC( /�'\ \ `^1 E&B\FARMS,INC \ l CUSS B RIP RAP / \ \ 1, / A IIIIIIV i -- —_ \ J/ l \ \ / I 1I /� \ \ \ / \ �.�/ �� I�j / I DOCUMENT NOT CONSIDERED FINAL I I \ \\ \\ / III�� I \\ / \ \- \ /� /"\\\ __ / /'/' \ JI ( - 1 / / // / / UNLESS ALL SIGNATURES COMPLETED NN / // � Ql 0 /- 7 )). I 1 /I / / / / / I '\' 1 I I III \± \± I ± ±i\�± \ ± ± / / 11 ,•� - ///-/ ± \ �� ±/ I -/\ ..._/ TGS TGS ENGINEERS / ' 1 \ C�/c P1-eG- M ( (=y( (c,!1,I. 10 V•8 e•+. .:,,, ///%/ \ `'rt 706 HILLSBOROUGH ST.SUITE 200 I , / N - / /I , I \� \ 3t 5TA.T5+30 - - \��`ICI I \ i _ / / !�-- I OODS� \( ENGINEERS RALEIGH,NC 27603 k l v / , '/�I 1 To 6WQ7P9.T / A \ I A/ I - /— ,0r / w — /' / ' \ {,� I-1 I \ \ y - / PH 919 773-8887 / / �� \ ---- ,�� 1 / \ �\ \ f1� , ': X r /i �- / / m \ / / \ CORP.LICENSE NO.:C-0275 yy �// i \ V t i ± ± ± • ± ± ± / l a � i 1 A=PcrTa ww ''\'/ wrr_�_ /��- - -. , �i,E "'.-` 3'��-ii: _-- - — - _ \ �..� // \ EXISTING R/W _ _ 1-P9IS O 'w===- = —�� l`G13 , Lfi:Cifili°'!E 4, rt n:.6i,- �w�P _I. ___- F —�v-_6 fV�= -0- - - ---- -- --_z- ----_ c _ - w o -____�/ I SR I162_BA,RBAU La BST I ——� � I l� 40'32'26/ E GR.25+I 18 I-L. Ii�',•' � ��n, • I -F I ~ I '' =�.SR 1162 BAY ROAD 2d B57 1 --- EXISTING R/W — -. -. - .- � - -. _ , -- � - �- — Y E%ISTING R/W ` — — g}_�_=�_—_ \ / ..-_) ��,� ( .. -. - f, /%�_- , \\- �'�4 ��\ .;dil / A_C-'11 3, ± ± ± ± ± ± r J ±/Z/'*— --- -----�_--- ) _s%- --- _ .. _ / %Ge I - . l r / _ ' , <,/I 1 r 1 j�j' % j/ CLASS B Rar _ WOODS - -_ �i DON �i \Q , Nb DS V A� - sue =_- -,B /� v t Li / y �,� / r 'S E DETAIL 'V'DITCH G _ O / / 1 I1/I / / SEE DEFAIL?\ N. — / \ %� I I 11 ±__ �1 I 1 � �I sl RI�RAv �/%/ _ �� 7 i I /^\`'7 I— _ \ NI-- i / ,J± /� ± 1 1 \ \ I/ 0� i"a /// ±--. _ - HONEY HILL LLC I i3"\ e / _ / weg- i �\ 1 / N _„,--------/ / / - LbU_ANN O'STADI / I / qU ANN SST J/ �\� \ -��- wie--_ i--- \ / -- C m z V AI / ,/ / / -AAA-c-Th m / *\ ,* * * /± 1-VV—I — ± ± ± ± ± ± t ± — � 1 ± 'k \� ± ±// ± ± ± --' '- - ± ± ± ± ± I �/ ° SKETCH SHO�NG BRIDGE/PAVEMENT RELATIONSHIP (N.TS.1 VAR.WIDTH P.S. \ ---- "�� - _ I,\ /\. - 2'-11" SBG 1'_1„ 2'-11" ± B: ± i i ± ± i i 9: ± ± ± ± ± ± ± ± ± ± ± ± ± 1 ± ± ± ± L, ± T le.. SBG=SHOULDER BERM GUTTER IN-, / J DETAIL A \,,- N \ STANDARD 'V'DITCH \ �� j� Ln o 3' DI- / S � o blot Qlo 0.16 CFS PERMIT DRAWING // ^i L ° — SHEET 3 OF 7 Na uml Nuluml V10=0.3 FTiS o SBG o v o b OF � —— G,"°°' ,., D , `•�°°' GRAPHIC SCALE ■ /( \ s0 0 50 100 1•2.-11. 2'-11" �2'-11" 1'-1" E ' FROM -L-ST--,_ TO Min. RT. `l FOR STRUCTURE PLANS, SEE SHEET S-? THRU BEGIN APPROACH SLAB SBG D APPROACH SLAB SEE DITCH PROFILE S-?? VAR.WIDTH P.S. -L- STA.16+25.36 P.S.=PAVED SHOULDER L- STA.17+74.64 EST.ODE:11 CY III EX/STIRG GRWND - BM#1 L- PROPOSED GRADE LEFT DITCH GRADE - - - - RAILROAD SPIKE IN BASE OF 18" GUM LT 24.32'OF -L- STA 12+66.74 SR /162 RIGHT DITCH GRADE ELEV. = 49.67' P1= 17+00.00 EL = 49J6' BEGIN RADE BEGIN BRIDLE VC = 240' END BP.IDGE END GRADE Q, pi= 14+75 p0 K = /52 -0 EL = 47.42' -L- STA.16+36 06 -L-STA.-7+-63.94 -L STA.19-50.00 . E__V=4765' V - 60 mph ELEV=47.15 60 VC = I50 60 K = 139 C, b LH, E V = 60mph E TNeE.. M 50 ---- A LnIIBETS E�A7-10.i, 50 in cr. ( l Ili a R' I,IIIIIII,II,IIIIIIIII' —4017l I�REL?E AT � I I- t. / IKIA31N 1 4 L'I-YP I 40 €-Ltd ■e —L..yj �� BRIDGE HYDRAULIC DATA 1. 1 --J l 11 1 1 RMAJW/ DESIGN DISCHARGE = 1100 CFS 30 �/�V.ti4�4 II .,�„RAP P9 P. DESIGN FREQUENCY = 25 YRS 30 DESIGN PO ELEVATION = 44.5 FT NE /1 'SOP.L(LANAIION IL LIEN.43.3'11YM,J. BASE DISCHARGE = 2550 CFS WI rH cola F19ER MATTINGArrc (1vP) BASE FREQUENCY = /00 YRS EXISTING pBUTVFJVTS 10 3E EXMOV®AMID L.04<TION Oi ER.CIISII CH Mil TJ B-RL41U1'EU cn BASE NW ELEVATION = 46D FT 20 SIOPE CLIT Al 3 Hq:MI}MAx.TYP. L. H .. =Fv -a'I' OVERTOPPING DISCHARGE= 2300 CFS 20 s • DMr. Y 17iH.21. OVERTOPPING FREQUENCY= 50+ YRS OVERTOPPING ELEVATION = 45.4* FT 'OVERTOPPING ELEVATION REPRESENTS n LOWEST HIGH POINT ON DECK/ROADWAY a WHICH OCCURS AT SAG c -L- 25+82 00 DATE OF SURVEY = 7/8/20/6 00 WS.ELEVAT/ON AT DATE OF SURVEY = 42.0 FT /L p N IIII NU-- �Z 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 PROJECT REFERENCE NO. SHEET NO. 17BP.3.R.83 F DENOTES FILL IN ROADWAYDESIGN EET NO. HYDRAULICS WETLAND ENGINEER ENGINEER * * * * DENOTES MECHANIZED V * ** * * * CLEARING \�P' SITE 1 IMPACTS (INSET) //// DENOTES WETLAND TION �� 7/4/ ��OTGS ENGINEERS /' DENOTES TEMPORARY TGSS S06 H2LSBOROUGR ST /�/ ri SUITE 200 IMPACTS IN SURFACE WATER RALE/GR.NC 27603 PH (9/9J 7T3-888T EXCAVATION PERMIT DRAWING EXCAVATION IN WETLANDS IN WETLANDS SHEET 4 OF 7 V v v _ t 0 _ ' -------- .....- - - - r_________ _„, , ._ .„_. .___ _,._._, �7 V , -\,7 V wu , _ _ I: N lie C - \ W r 1 I a 0 1"-fi r-. majarr t �� ;1 e / ��---- ' 4 .A I RIO / /7- //'//1/,/ , / _� TB FL. 'ir lr i"% % % / 10 TB FL. GR. 2GI i # % GR. 2GI 0 It( )n / dr >, TB FL. '4" �� CJ% ,:z,, �I f B FL. GR. 2GI ,• ;';'i 9 � GR. 2GI / / At/ / '' ' / - - - / , F rr C ►��_r 3 - ------ ----_ R ,,„,:_„. „(,,,,,/,, „,„._, .4 k amcanillitar-z i \‘ -4L ** VP r * ,„ , E / \ ___,... if / I' 441 `j y� /fi) i TD ' ..... lil 3 73 E FILL IN WETLANDS g 1 I GRAPHIC SCALE ijuili 10 0 10 20 �S SN! C0 I 0 5 10 PROJ. 17B REFERENCEP3R NO. SHEETX-1 NO. N . . .83 • "TO 1:0 140 PFRMIT r)RAW!NG 1E 1III�,I� 11111111 SHEET 5 OF 7 T= sum II 1_ .1•1•_1. 1!� ■ - - -- - - 11111 m;• m — :::o:::: .- ,. -- —. co Lim —■■■■ R• K PLATII G --__ �_ fin IIII N•,-r o" __ 47 59 •, _ -■■■■ -- .. -`_ • _ IAA -..-.... a a --.• �- -• +50.00 N= —■■ 1�.1■1■11_1. 1� ■lilill■1■ 1 I'll" !1.1.11!I! 11111111111111111111111111111111111111111111111 1111 111111111111111111111111111111111111111111111111111111111111111111111111 ....> i111€11■I■ it m M dill i__ Q.5C:1 liill■1■i1M1■ iM 15 + 00.00 .-- - :3'i��ii0�1�1l Pli m1111�J1m1■1 — -- — — — — - __ 1111 111111iiiiiiiiiiii111111111111iiiiiiiiiiiiiiiii m11mCmm1■1 -- 3 0.025 0.025 , �� ii ■1MM1=111111111111■11■111■11■11111■■111■1111 1111 111111111111111111111111111111111111111111111111111111 — —■ I ��—■■■—■�-■■■■■--�� INI . i ' � s li w P 0 1 " • 1 Y a x 1 • MINN ��■■�■■�■L'-�\1■ �M1=1■■■■1■■■■■1■=■111■■111■111 —--— _ . ._ - --——— — — ■■■ .'—' ■■■■■-- — IIIIMiiii■iiiCiiGCEMICiii■iiiilllI BEGIN CONSTRUCTION —L— STA. 14 + 00 .- ————»--——— — ——_ IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII uIIIIIIIIIIIIIIIIIIIIIIIIIIiIIII NM oE oN m=l oM — — _--- m_ —P -------------- ■ ■----■ ■— ■■■__■■._■■■mE L'c:c,c'E II - 47.75 _-------- llll11I111I111illI! 13 + 50.00 0 w cn _—___--__-___-,■■■.` a-- M.I.Illllllllllll.11lllllllullll __ M�■E■iiC2■iiiii■•Ei■■■2S■■■Z■■■. RI ,•Y 111 M��•_•ii__•iiiii•i_i° °_..■■,■■■. 2� , EX.R1W = EXISTING RIGHT"OF-WAY 13 + 00,00 ■ ■ ■ ■ ■■■ ■■■ ■■■■ =■•i�M 1=1■■■■1■■■■■1■=■111■■111111111 -L!! m1 M1=1■■■■1■■■■■1■=■111■■111■1111 OOL "50 "40 '0 20 110 100 90 80 TO 60 50 40 30 p0 [ID 0 1 20 30 44 50 60 TO BO 90 00 1 1 O II 40 5+ co 0 5 10 PROJ.REFERENCE NO. SHEET NO. N 17BP.3.R.83 X-2 150 140 130 120 110 100 90 00 70 60 50 40 30 20 10 0 1D DO X 40 50 60 70 00 90 100 110 "20- "30 140 150 Sn 60 HI l PERMIT DRAWING -r -0.025 0.025 r 3 W SHFFT 6 OF 7 1 — "�" r i —J 1 47 65:.. I I I i_ _____ 40 18 +OO.OQ in 60END BRIDGE -L- STA: 17+ 63.94 50 co! `al Le_ . 0.025 Nr 0.025 ,........j 11111,1K 5n d7 57 _ -------- — --- -- I r +L:il!../ 10 it 60 fr ai 10 0.025 Nr 0.0250E1mi-11 XX eeleeleele®leeleeleelgel + 40---- __— ____ ------ ----�� U 'may___ — -- --- ----- r -----— 40 _ -- -- — —T - — 1 — -+. / 0 30 +00.0 in AO sn 1 n T I I 0.025 V 0.025 go cn Fin aoieelocistrrgolooterclootootd-0 _ 47 57 \_ Lai __ III III i t --- — .- 40 I 16 + 50.00 --- _Filii---------- 1)5 3' BEGIN BRIDGE —L— STA. 16 + 36.06 en E FP iiiiiiiill 00 w CO x M Lu X m 50 w ROCK PLATING w 3,y, — 0.025 0.025 .:1 `- ----_ 47.59 ----—__---- to 40 = NOTE: 16 + 00.00 WLB WETLAND BOUNDARY 2-. 10 EX.R'W = EXISTING RIGHT-OF—WAY in Q0 L - 0 N NU, ,Z s0 40 0 20 �10 Do 90 Bo TO 60 50 40 1� PP �c Ra ap so 6o 70 00 90 100 110 20 0 40 50 -x 1 17 WETLAND AND SURACE WATER IMPACTS SUMMARY I WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Bank Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stabilization No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. (ac) (ac) (ac) (ac) (ac) (ac) (ac) (If) (If) (If) 1 -L- 15+31 / 17+85 Roadway/Bridge 0.007 0.004 0.015 0.011 50 TOTALS*: 0.007 0.000 0.004 0.015 0.000 0.000 0.011 0 50 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 11/14/2019 DUPLIN COUNTY TIP: SF-300045 WBS: 17BP.3.R.83 Revised 2019 1114 SHEET 7 OF 7