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Home My WebLink About20200323 Ver 1_U-5794_Permit_Drawings_BUFFER_100319_20200303P P co m m CN tn q e, z z OLD Om 49 MO �7-wQ tD fR Z > fA� N INW � d)N 49 :m) 169 * d3 d) d3 BUFFER DRAWING SHEET 1 OF 14 (Pq c�NOUSF 82 Rol wlt sON CITY C/NITS Nt lih' 64 ACT R� P K TO � 9.3 STA. 10+60 -L- BEGIN TIP PROJECT U-5794 BEGIN CONSTRUCTION U-5794 STATE OF NORTH CA ROILINAl DIVISION OF HIGHWAYS WILSON COUNTY LOCATION: SR 1309 (BLOOMERY RD.) FROM US 246 ALT. TO SR 1382 (PACKHOUSE RD.) AND SR 1382 (PACKHOUSE RD) FROM SR 1309 (BLOOMERY RD) TO NC 58 (NASH ST NW) TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND CULVERTS BUFFER IMPACTS PERMIT "' q Q� �� N y0? STA. 59+80 -L- END TIP PROJECT U-5794 END CONSTRUCTION U-5794 v -Y- SR 1382 (PACKHOUSE RD) 3 N SITE STA. 10+23 -Y- BEGIN CONSTRUCTION -L- SR 1309 (BLOOMERY RD) -Y- SR 1382 (PACKHOUSE RD) RAT{ RATE PROJDR RSPSIISNCD MO �kT N6 TOTAL SM181E •C• U-5794 1 RATB PRW.NO F.A.FROLN0. DSN.41PNMl 44365.1.1 WA P.E. SITE S �a -O O STA. 150+40 -Y- END Q CONSTRUCTION r INCOMPLETE PLANS O DO NOT USE FOR R/w ACGUMITION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. Z DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF WILSON GRAPHIC SCALES DESIGN DATA -L- PROJECT LENGTH PREPARED FOR JAKE Prepared In the Offlce of: GREEN DIV 4 NORTH HYDRAULICS ENGINEER CAROLINA DEPARTMENT 50 25 0 50 100 ADT 2021 = 4,300 ADT 204= 7,600 K 0 11 % LENGTH ROADWAY TIP PROJECT U-5794 = 3.654 MILES TOTAL LENGTH TIP PROJECT U-5794 = 3.654 MILES OF TRANSPORTATION y� IN THE OFFICE OF: P.E. Of NORpy C 1e y' e s 2018 STANDARD SPECIFICATIONS STEVEN L. SCOTT, PE PLANS 50 25 0 50 1 0 - D 65 % — ° * T - 4 /o V = 50 MPH * TTST =1% DUAL =3% RIGHT OF WAY DATE. OCTOBER 22, 2019 SIGNATURE: IR 's o sA spit o~! OR PROJECT ENGINEER MATTHEW COPPLE, PE ROADWAY DESIGN ENGINEER PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER 10 5 0 10 20 FUNC CLASS = LOCAL LETTING DATE. AUGUST 17, 2021 JAKE GREEN, P.E. P.E. SIGNATURE: TRAMse PROFILE (VERTICAL) P NcnoT CONTACT Q' U' RD BUFFER DRAWING SHEET 2 OF 14 50' 0' 50, 100, 150, GRAPHIC SCALE IMALLOWABLE IMPACTS ZONE 1 ® ALLOWABLE IMPACTS ZONE 2 O 0 0 Lo C'4 L") 00 NLu LLU Ln W W LU Z tN J 2 V CQ 42\ KATHERNE TI BALORIDGE.ET A SPECIAL CUT 2 FOOT BASE DITCH SEE DETAIL 38 M OUTLET CHANNEL PROTECTION CL.'B' RIP RAP EST. 18 TONS, EST. 49 SYGF SLOPE =2%, DDE=6 CY SEE DETAIL 32 E SPECIAL CUT 2 FOOT \ BASE DITCH $EE DETAIL 3 \ �\ 'HOPE IgYT C LEGGErT % � li A WOODs � 1 I —Ef— I IE Ec SPECIAL LATERAL 2 FOOT BASE DITCH SEE DETAIL 42 m WOODS ' r R^"/PI -t-O `I CHANNEL OUTLET PROTECTION P 3 EST. 5 TONS 17 SYGF SEE DETAIL 33 Z. S!♦ I LFax icense: C 219713 4fi THE WILLIAMSON TRUST WOODS L t - IISR509V=157.'— _ =y _ — — — p SR 1382 PACK RUSE RD 26' BST N 63' 34' OV N 63'20 l39'E 8" RCP -IV —y- - — — — — — - V.=150.68' reiw R E I G— — — — — v.=157. % 6" POLY 15. P E VE C , ; ; - ; — ` - 6" POLYI5•PCP E E / E E E ` E E ��- E i P 24„ WOODS SEE DETAIL 37 P-I jL ' / / E FS I I r EJ SEE D AIL 37 al a "1 Q LSSFD SPECIAL CUT 2 FOOT _ GRASSED SWALE SPECIAL CUT 2 FOO KATHERI E TI BALDRIDGE. ET AL SPECIAL T 2 FOOT SEE DETAIL 20 BASE DITCH T SPECIAL CUT N' BASEDITCHi I SEE DETAIL 38 WOODS DITCH \ SEE DETAIL 2 I ISBKD 40 SEE DETAI 44 \ f GRA55 SWALE DATA DA= I49 PROJECT REFERENCE NO. I SHEET NO. RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLElrE PLANS DO NOT UM POR it ACCUISMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED —, r L4\ 1. im IL _\E---- i / Y woDs E 0 ti� CL.'B' RIP RAID / EST. 10 TONS / EST. 21 SYGF S( DAYLIGHT DITCH TO NATURAL GROUND b SPECIAL LATERAL 4 FOOT BASE DITCH SEE DETAIL 10 CLASS "II" RIP RAP BANK AND SCOUR HOLE STABILIZATION SEE DETAIL 49 EST. 188 TONS EST. 219 SYGF SLOPE--- 1.]IM _ AC 0.0 lor'i_ F ARaEn1d 2 Ac LRR° CFS LAKE NILSON BOARDING KENNELS O.= 69 FP Of= ,00 PS V2= 3000 S 7 D}= Z0.5 FI VDIIO- FPSS OIO 0.- - G STAB Y- TO 43+00 -Y- RT 45 SITE 3 THERE HERE - IS AN ADDITIONAL 70' OF DIFFUSED FLOW \ BETWEEN END OF DITCH AND BUFFER NOT INCLUDED IN TOTAL PROVIDED SEE SHEET 9B N a SI M M M a w DETAIL 10 DETAIL BANK & SCOUR HOLE STABILIZATION SPECIAL LATERAL BASE DITCH IB INPI tP S'.1e1 (N.--1° ) Nc, Bed p EI°rmi°^ Z al WpyM�O Na°�gNpp ` / GNProNurnPI O�B ) ] B D AF'� (MBO=iSnO .D4 =Ft. 1.25 FFD5Lro1n°cPnher GG.'°Om1"x2a.l. Eu:n^eG'F"ro°u°°nrd N. W . Ch°nneb ed NMZ FROM STA. 43+00 -Y- TO STA. 44+50 -Y- RT ° °I u^ a uw�R°P i°m.aa� Nam STA. 46+15 -Y-, 45' RT as as C PROJECT REFERENCE NO. I SHEET NO. Q' OD 0 0 + 10 �Orl L!J W I = } Ln I W W W Z N V CQ 00 Nel wW lAai BUFFER DRAWING SHEET 4 OF 14 50, 0' 50, 100, 150, GRAPHIC SCALE ALLOWABLE IMPACTS ZONE 1 ® ALLOWABLE IMPACTS ZONE 2 46 \ THE NILL1IMSON TRUST SITE 3 GRAS CSWAIE DATA \7 OSOA / TOPE- O A 025 Al / ONP IMP. AREA=0.04 AC LREQ REQ.= 5I FT �r wf M-M OG- Mkft,�'e+i !'fiAa� _zi �+ DAYLIGHT DITCH EST TONS CLASS RIP RAP BANK Z AN COUR HOLE STABILIZATION DETAIL 49 EST. 188 TONS L PRO.= 265 ET O2 0is 26 0.3IIT is E vQllo FPS D10- 0.4 R STA. 47+85 -Y- TO 50+50 -Y- LT LSPEAL UTFOOTWOODS ED SWALE EE DETAIL 11 / -I — — -!L-AiiI L-- — -'E - —t—E:� --�t — — E \--seer E — — I \ SPECIAL CUT 2 FOOT `BASE GRASSED SWALE SEE DETAIL 13 SPECIAL CUT 2 FOOT BASE DITCH SEE DETAIL 1 SEE SHEET 10B DETAIL 49 BANK & SCOUR HOLE STABILIZATION N.110 Seale) Norl Bad p Groaad 72' inila Ew g ur Hole LenRlh= 37 a. Ch--I ad r.d. lel e al ❑ner= CL II RiµROP - kayedJ^ / STA. 46+15 -Y-, 45' RT N G OASC SWALE DATA DA= SLOPE- E 0.34% /MAX: 2.0% TOTAL IMP AREA=0 RB AC ADDITIONAL1IMP. AREA=0.06 AC L REQ.- 30 FT LQ2- SPT -15- e R`0.73 R G10- 4.01 CF B- 1.22 S D10= U.B2 R STA. 47+15 -Y- TO 49+50 -Y- RT CULTIVATED SPECIAL CUT 'V' DITCH SEE DETAIL 4 47 JOHN 0 WILLIAMS \F p\ I coNc L I / LAMP fl O SPECIAL CUT 'V' DITCH SEE DETAIL 5 CULTIVATED SPECIAL CUT 'V' DITCH6 1 SEE DETAIL V IN .= is 0 E E _ _ F• am v I - -E—�E E E 0 i a I 36' 5RKRET2 +y 0 'L�ry, AMC/ SPEF CDU2' v p - I.5SFD / /S �ETAIL 6 FS SEE DETAIL 37 a wo 4� JOHN 0 WILLIAMS 1 Glenwood Avenue Raleigh, NC 27603 .,. a Tel 919.789.9977 Fax .919.789.959I -' Vfm License: C-2197 — --F (B JOHN 0 WILLIAMS 50 kLPILL 0 WILLIAMS 1.5SFD I /0 'I' RIP RAP 15 TONS 27 SYGF SPECIAL LATERAL 2 FOOT BASE DITCH SEE DETAIL 38 E—a—E — E 24'RCP 12" DIP ILL-!, REMOVE ECHW ]DITCH T 'V' r''1 HTR 44��ii�� 5 K CONC E DETAIL 'Wp /S3 Epp/ fl 8 RCSFJ RV HODKK f 9RV HOOKUP ECIAL LATERAL 2 FOOT BASE DITCH SEE DETAIL 15 4l% JOHN 0 WILLIAMS RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLET PLANS DO NOT USE FOR /R' ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED O lD ISSUE / I O �6 1GR I - + E R4 10 18' RCP REMQVE_ _ _ 18" PCF W -Y- _ WD = — — — — — — 5• ROF E 16-} W W W Z t/7 EC E Ic A HTR / / IS3KD / \ / W0005 GR PEGGY J OMENS 53 on :::::::::: MEN MENNEN ::::::NNEN :MENNEN ■■■■■■■■■■■■■■■■■■u0000u0000uoon o■ n i■i mEMEM■■■■■■■■■■■i 0000■ n000n n000n n000n noo■ r: - n-nuu■■uuuu■ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Q' OD O -- O O O O RCP-I 30" FQ- lu N LU Lu H I Lu W W ZN F- I<Q 51 1 5 ''I 5 /2 33' 18.T E II III III I I N �III11 II l I VE 2 I II III 11 IIo 70 �� III iI_ MARTHA WHITE, c III III ET AL ! w II SPE IAL LATERAL 'V' O III � I IIIDIT Hf III �I DETAIL 44 I I III I III I END SIDEWALK AND 717 s 2-6'C&G MARTHA -Y- STA103+6q OFF 54A9' LT. 20 Q IIH'�II �I 8I ^i I� a OUTLET CHANNEL PRIT1N1 III of •n�_I'T CL.'B' RIP RAP II I SCT II la>U EST. 12 TONS EST. 22 SYGF I� SEE DETAIL 33 /'- I III�I .`S�II I SPECIAL lE IT' CON � I I III yI II S bQ IL 44 \ I Lb lA AMP �I I/I 1c IBC 'SQL KD =-. R I i coNc / WOODS I I/ HTR / \. BYS-501 p \S! O� Io Sf R m G � II 60.00' I / I I II II I I II II I BEGIN CONSTRUCT101 -EY6- STA14+80 / I I 79 76 SHEILA R MATTHL TED N MATTTEWS GRASS SWALE DATA 0.78 AC STA. 106+40 SLOPE MIN:D40% /MAx:1.39% TOTALIMP AREA-0.10 AC ADDITIONAL IMP. AREA=0.06 AC L RED. 78 1 02=21 CFS 67 FPS 0.55 FT QIO= 2.75 CFS on= o6 FPS T -Y- TO 110+25 [TED N MATTHENS 77 w PIPE O CHANNEL PROTECTION I I a CONS PAD CL. T RIP RAP 78 I BEGIN SIDEWALK AND w/SAT DISH EST. 43 TONS '-6'C&G IIM EST. 70 SYGF J -Y- 53 ,wT% / UI� SEE DETAIL 36 I SHEILA R MAi TEENS. QER) ICI OFF 5308'LT. sT SPECIA44I LATERAL ONC f 1'V' DITCH SEE PETAIL 44 I I 1 ti I.5SFD RE��+AAIOVE 13 �' OF '10" FL�X PIPE ^4 C I II 4 L I Ia >F� / �• ICVNC/ — < NTR ti I � o II w Q w SPECIAL LATERAL 2 F T CL." .RAP I c EST. NS To ST.17 GF � ISBKD WDO S 15" �E c ICI - DO lal 2 FOOT I I WOODS (LERI Q, SPECIAL LATERAL 2 FOOT BASE GRASSED SWALE SEE DETAIL 20 II f JI / I I I I I F5 I SEE DETAIL 37 I I 1� I A y4l� M_ S ' I 1 Glenwood AVenue Raleigh, NC 27603 1 311 9.789.9977 Fax:919.789.9591 License: C-2197 I'LL-k D SPECIAL LATERAL'V' DITCH SEE DETAIL 44 5'CONCRETE 5/OEWALK E BL-27 BASE DITCH p E�IAL LA L?, O� �'/ // B E GRSE ED SWALE LAMP SEE DETAIL 42 j'AASE GR1 EE DETAIL 45 O`� I / 'V / I SE I 4 (D SEE DETAIL 45 74 J I I I W ISFD O MILE R BLACRNELL I 73 I SPECIAL I ERAL 2 FO T ISBND o I J SPECIAL CUT SPECIAL LATERAL 'V' DITCH BASED DJ�CH I PI INLET CHANNEL PILOT ION SEED IL 41 - 8U $l� S S SEE DET� 3 C 'I' RIP RAP SEE DETAIL 39 E 7 TON$ /EST.14 SYGF GRASS SWALE DATA SPECIAL CUT 2 FOOT DELANO E FERRELL O S DETAIL 52 D JAMES C EATMAN s BASE GRASSED SWALE f - 2 OT BASE SITE 4 TOUL IMP, LRSLOPE N: 0.30191.)0% f SEE DETAIL 13 ADDI110NAL IMP. AREA=0.09 AC IgLLL�S SPECIAL CUT 'V' ST NDARD DITCH L RI:q.= 94 IT PIPE INL CHANNEL PROTECTION W L '1' RIP RAP L PRO.- 160 FT CL.'I' RI RAP �:= 60FCF DITCH CF 2 @ 7.82% Dz= E.6o Pr EST. 26 TO SEE DETAIL 24 E . 14 TONS /EST. 35 SYC# SEE VIIO= 1997 FPS5 EST. 29 SYGF — D E=6 Cy r DID 0.68 FT SEE DETAIL 36 SIE DETAIL 34 SHEET I4B STA. 103+50 -Y- TO 104+97 -Y- RT - — � LOUSE M EATMAN GRASS SWALE DATA 1,7 0 AC SPECIAL CUT 2 FOOT SLOPE= 0.51% TOTAL IMP. AREA= 052 AC ADDITIONAL IMP. AREA- .IB A< BASE DITCH O- 0 n — L PROS SIR RT SEE DETAIL 19 Qz= 3 crs V3= E.78FPs q10= 6.89 CFS V 1.55 FPS D1O= O80 F STA. 106+25 -Y- TO 110+60 -Y- RT 4 FOOT BASE STANDARD DITCH I W/c 'B' RIP RAP 63' @ 4.78% EST. 46 TONS /EST. 103 SYGF DDE=86 Cy SEE DETAIL 29 50• 01 50' 100' 150' GRAPHIC SCALE BUFFERD RAW I N G ALLOWABLE IMPACTS ZONE 1 SHEET7 OF 14 ® ALLOWABLE IMPACTS ZONE 2 DETAIL 36 PIPE OLJTLETINLET HANNEL STABLIZ ION AT JS IN— to Scala) roan N.s � rou d C—NEL BED Type of Liner = Class 'I' Rip -Rap e--.1. T..... DD STA. 105+75 -Y- LT 25 43 4.5'� STA. 105+61 -Y- RT 12 14 2.5' PROJECT REFERENCE NO. I SHEET NO. RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLET PLANS DO NOT USE FOR R/R' ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 84 JOHNSON MILLER DEYELOPEMENT CO NC CHANNEL OUTLET PROTECTION CL. 'TRIP RAP EST. 24 TONS EST. 39 SYGF SEE DETAIL 35 E oH, F \ \ F \� HW \ STD. 838.01 1g^ DETAIL 41 DETAIL 44 DETAIL 45 SPECIAL LATERAL DITCH SPECIAL LATERAL DITCH SPECIAL LATERAL GRASSED SWALE I Nof fo Scole) IN— ro Smle) ( Not to Swle) Fro SI.P f D11cF Nofuml A'� 01 oPe S.P.3. \ 01 Dt6 roun Ground 37 D F\0�ef Gd 3.7 p �Wnet� 7 D A'\ref DitcB ,e e pa � F Slope Min. D= 1 Ft. u Min. D= 1.25 Ft. B= 2 Ft. FROM STA.105+65 -Y- TO STA. 106+25 -Y- IT FROM STA. 105+50 -Y- TO STA. 105+77 -Y- LT FROM STA. 103+50 -Y- TO STA. 105+60 -Y- RT SPECIAL CUT 2 FOOT / BASE DITCH J .� SEE DETAIL 1 83 JOFNSON MILLER OEVELOPEMENT CO INC h SPECIAL LATERAL 'V' DITCH SEE DETAIL 50 & GUTTER \ pp a• a' n 00 BUFFER DRAWING SHEET 8 OF 14 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 DETAIL 36 PIPE OUTLETANLET CHANNEL STABLIZATION AT JS (Not to Scale) Groin ` MN z.� �tio<F round ti CHANNEL BED (B) Type of Liner = Class 'I' Rip -Rap I wnnth Tom RR B STA. 10 5 + 75 -Y- LT 25 43 4.5'-1 STA. 105 + 61 -Y- RT 12 14 2.5' DETAIL 41 SPECIAL LATERAL DITCH ( Not To Scale) Front at Ditch Natural Al �g< Slope Ground Min. D= 1.5 Ft. FROM STA. 105+65 —Y— TO STA. 106+25 —Y— RT DETAIL 44 SPECIAL LATERAL DITCH ( Not to Scale) Front at Ditch Natural 3 3,e< Slope Ground ah or D\a er Min. D= 1 Ft. FROM STA. 105 + 50 -Y- TO STA. 105 + 77 -Y- LT DETAIL 45 SPECIAL LATERAL GRASSED SWALE ( Not to Scale) Natural of Front GroundA' y\eT Ditch Ohe r D F\a Slope u Min. D= 1.25 FT. B = 2 Ft. FROM STA. 103+50 —Y— TO STA. 105+60 —Y— R SPECIAL LATERAL 2 FOOT BASE GRASSED SWALE SEE DETAIL 45 50' 0' 50' 100' %%%%%1!!!!!!!!1 GRAPHIC SCALE 3X ENLARGEMENT I SPECIAL LATERAL 'V' DITCH SdE DETAIL 44 I I I I ICE OVE 132" OF N 1'0 FLkX, PIPE N � I I MANE. UN iMEW ME a mww.�& VA a CP \ LSPECIAL LATERAL 2 FOOT BASE DITCH SEE DETAIL 41 PIPE INLET CHANNEL PROTECTION CL. 'I' RIP RAP EST. 26 TONS EST.29 SYGF SEE DETAIL 36 S!♦ I LFax icense: C 219713 PIPE OUTLET CHANNEL PROTECTION CL. 'I' RIP RAP EST.43 TONS EST.70 SYGF SEE DETAIL 36 PROJECT REFERENCE NO, SHEET NO. U-5794 14A RV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS a0 NOT U., FOR /• ACOUISMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 4 ■{ � g ial� ��3 11 k It iC 6. k! : J �: r t ��aa.�amaaaaaaaa�a.a tr m � � 0 BUFFER DRAWING co SHEET 10 OF 14 50' 0' 50' 100, 150' GRAPHIC SCALE ,vLLOWABLE IMPACTS ZONE 1 ® ALLOWABLE IMPACTS ZONE 2 SEE DETAIL 16 SEE DETAIL 12 SPECIAL DITCH SEE DETAIL\szMc R/W / 24 / P j311 PUTAT SR 85 VICK LAND LLC DB 2527 PG 540 EDNARD STUART TURLINGTON 86 FROM STA. 137+58 -Y- TO STA. 138+82 -Y- RT FROM STA. 136+04 -Y- TO STA. 136+93 -Y- LT FROM STA. 136+93 -Y- TO STA. 137+45 -Y- LT Type of Liner- FROM STA. FROM STA. PROJECT REFERENCE NO. SHEET NO. ' I IGlol—odAVenue U-5794 /6 Raleigh, NC 21603 Tel:919.789.9977 RM/ SHEET NO. F- 91 9 .781.9591 ROADWAY DESIGN HYDRAULICS se Licen: C-2197 ENGINEER ENGINEER Engineering 8 Construction, Inc. INCOMPLE E PLANS f 00 NM V38 POR /M' ACOVISITIONO C7CN 00 00 DOCUMENT NOT CONSIDERED FINAL Z 9� O UNLESS ALL SIGNATURES COMPLETED 92 EDNARD S 3 REBECCA TURLINGTON SON COL SITE S T, T KI TIN -Y- STA140+26A0 19.00'CT \ \ 5' CONCRETE 'bIOEM"pCIC o\ /- +70 \77 � -pdFR vNv: 7 A ?ppE IfORV \ W CLASS 'll' RIP RAP 1 \\ IN VOUT=134,25' - \�� RETAINBANK STABALIZATION � GRASS SWALE DATA IN .IN=134, 6• 0o CB z 79 Mc N SPECIAL LATERAL 4 FOOT PE03%/MA%096% �. PROPOSED 1@ 8'-10"X 6'-4" �+ BASE DITCH W/CL. 'B'RIP RAP ioTALONnisMP nREA os2 AC ALUMINUM STRUCTURAL \., m \4 �\N i.Q 279 Fi EST. 101 TONS REMOVE �P `� C L PRO. 217 R PLATE PIPE ARCH EST. 185 SYGF +36 os 12s cFs REMOVE AND 24" \Nv• vz 20o FPS 8'9 W/1'-0" SILLS GR SEE DETAIL 26 REPLACE CB --55' QI 0.83sCM +33 z Dro 096 FT 88 , REMOVE STA. 133+46 Y TO 136+93 Y- LT +23 3 / / ATERAL PECIAL LFOOT 92• N eVE \ 7 f-� /~ RETAIN '�% SPECIAL LATERAL 4 FOOT 4 oN M BASE GRASSED SWALE I _� BASE DITCH\ SEE DETAIL 22 - I SEE DETAIL 21 24" �� k /qo GRASSED LATERAL 4 FOOT SWALE III 1IL N �� =::. e A;' RCeN/:.:_ '2 SEE DETAIL 46 Z• +72 +84 CL.'B' RIP RAP \P 82' 81' EST. 2 TONS NE 1F 34 EST. 7eUYGF a _\3n. I \ 1 vI - �y�Ce'\v i 74 RREMOVE EPLACE CB D 5 P i E/ g1 v Ne OP A4339 I 2 � FES i � � 24" � PD C � � �' /G �� =� � � 5'CONCRETE SIDEWALK \ RC5" EST. 14 SOYGF SE EROSION SPEC L LATERAL 4 FOOT N A 1 N AN UP TATION OF BASEITCH CULIERT RT SIDE � - NOPE ao.00' L 'B' RIP RA SEE;DAITL 30 EST. 2 TONS d _ — 6 POLE 3 IBb EST.7 SYGF i BA"CT W/CL. 'B�ROIP RAPOO CL.'B' RIP +75 O.8S91'ESONS 7 5T. 14 SYGF SEE DETAIL 26 24" RCP-1V,-// II TURLINGTON SEE SHEET l6B 's TIE ro r-ecac ` III �<I I I — ER • `� -Y- STA135+31 IIIII II 473V RT. a\ \ IIII I� 5' UNIFORM TI CLASS '11' RIP RAP SPECIAL LATERAL 2 FOOT \ IIII L"1 III EDNARD S'r wnr ru3nrNGTON +3 BANK STABALIZATION BASE GRASSED SWALE SEE DETAIL 48 I III DB 2446 PG 589 1 103' II II - II III SPECIAL LATERAL 4 FOOT CHANNEL ,d BASE DITCH GLEAN-OU 87 IcII 1 SEE DETAIL 30 35�IACS-E DATA FUART TURLINGTON N " II - DA- 0� _InoriuimP.AREAA-0045AC -� .I 1 III BEGIN SIDEWALK AND Q.- 3s FT •••.•••••M� TIE TO 2'-6"C&G L PRO.- 500 IT -Y- STA135+64,72 D2= 597 CFS 0 P 010- °i's0TCFs — 1 5L3L' RT. 6u FFY ' STA. 130+10o Yr TO 135+18 -Y- RT END CONSTRUCTION / -EYB- STA10+49 - — / iN TC)P==136,9 TOP=1g7.09' INV.IN=136.94' -42 -Y- RT t+82 -Y- RT a• OD w w BUFFER DRAWING SHEET 11 OF 14 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 DETAIL 21 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 01 Front Ground `?') 3'• �e1 Ditch FOfje� D F�0 Slope Bj Min. D= 1.00 Ft. B — 4 Ft. FROM STA. 137+58 —Y— TO STA. 138+82 —Y— RT FROM STA. 136+93 -Y- TO STA. 137+45 -Y- LT DETAIL 22 SPECIAL LATERAL GRASSED SWALE ( Not to Scale) Natural .� 01 Front Ground `�.') 3• ,�e1 Ditch arfe r D F\O Slope LBJ Min. D= 1.25 Ft. B = 4 Ft. FROM STA. 136+04 —Y— TO STA. 136+93 —Y— L DETAIL 26 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 01 Front Ground 3•) D �'ttigl Slope d Ditch Geotextile B Min. D= 1.5 Ft. Max. d = 1 Ft. B = 4 Ft. Type of Liner= CI. 'B' Rip —Rap FROM STA. 137+58 —Y— TO STA. 138+63 —Y— LT FROM STA. 137+58 —Y— TO STA. 138+25 —Y— RT DETAIL 30 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground 3v 01 Front g•' e1 Ditch D o}t@� �C�O Slope u Min. D= 1.50 Ft. B= 4 Ft. FROM STA. 135+88 -Y- TO STA. 137+42 -Y- RT FROM STA. 138+25 -Y- TO STA. 138+82 -Y- RT i,.;z150' 0' 50' 100' 150' S ' I 1 Glenwood Avenue Raleigh, NC 27603 Tel:919.789.9977 Fax :919.789.9591 License: 1:1197 Engineering 8 Construction, Inc. 2X ENLARGEMENT CLASS '11' RIP AP • • IIP �� '',. BANK • •� I SPECIAL LATERAL 4 FOOT BASE DITCH W/CL. 'B' RIP RAP ALUMINUM STRUCTURAL EST * 101 TONSPLATE PIPE ARCH EST. • 1 \ .• • REMOVE I , GR REPLACE CB +33 j, REMOVE a\ SPECIAL LATERAL •• • • • .: • .• �►1�+, r• wm��OmmT� E� ��t1 i d •m.�m�Gm � �.a 'L� � / ,RiE.�i� • t J � m p VIA. I is••i •._r-t i" /� ♦ b••�J�r y.rl ��♦OW • SPECIAL LATERAL 4 FOOT BASE DITCH CULI SEE DETAIL 30 • \ • • .SPECIASE • • •911 ES r. 58 TONS EST DETAILSEE CLASS 'II' RIP RAP BANK STABILIZATION PROJECT REFERENCE NO. SHEET NO. U-5794 16A RW SHEET NO. 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STATION (FROM/TO) ZONE 1 ZONE 2 1 -Y- 46+00 TO 46+54 LT 989 1 -Y- 46+61 TO 47+15 LT 492 42 2 -Y- 45+34 TO 45+60 RT 123 445 2 -Y- 46+41 TO 46+63 RT 392 TOTAL: 1996 1 487 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/03/2019 WILSON COUNTY U-5794 44365.1.1 2018 Feb SHEET 14 OF 14