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Home My WebLink About20070932 Ver 3_R-4463A_Permit_Drawings_Buffer_20200218_20200219D- m e M U Q W rN lea Z uU i Z Do 0 .0- <U� =O� U—i w W wo ¢Z❑ Zw< ZI�Q Ooo W = _ yUi d 1 a otf cS 00 0 See Sheet 1A For Index of Sheets See Sheet 18 For Conventional Symbols STATE OF NORTH CAROI[ INA DIVISION OF HIGHWAYS CRAVEN COUNTY LOCATION: NC 43 CONNECTOR FROM N RS 8,i 2077 9TAT6 STAT6 PROIBCT RBPBRBNCB NO. SNBET TOTAL 0. SHEETS NoCa R-4463A STA'18 PROl.N0. P. A.PROl.N0. D63CRIPTION 35601.1. R2 PE 35601.2.1 ROWiUTI L 35601.3.1 CONSTRUCTION 2 � UPGRADED SIGNAL NOTES: INCOMPLETE PLANS THIS PROJECT HAS PARTIALLY CONTROLLED ACCESS WITH PROPOSED SIGNAL DO NOT USE FOR OT CONR/WSIDERED ACQUISITION INAL ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS. DOCUMENT SIGNATURES LETS UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared for the HDR Engineering, Inc. of the Carolinas HYDRAULICS ENGINEER ADT 2020 = 20,700 North Carolina Department 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 of Transportation N.C.B.E.L.S. License Number: F-01 16 01 50 25 0 50 100 ADT 2040 = 38,900 LENGTH ROADWAY TIP PROJECT R-4463A = 2.384 MILES in the office of: NOR?yy ilim K = 10 % 2018 STANDARD SPECIFICATIONS PLANS D = 55 % TOTAL LENGTH TIP PROJECT R-4463A = 2.384 MILES J PHILLIP E. ROGERS, PE F.E. SIGNATURE: 50 25 0 50 100 T = 6 % V = 60 MPH (* TTST 4% + DUAL 2%) RIGHT OF WAY DATE. OCTOBER 18, 2019 �® ®� PROJECT ENGINEER ALEXANDER D. SNIDER, PE ROADWAY DESIGN ENGINEER PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER 10 5 0 10 20 FUNC CLASS — LETTING DATE: gH&�� ARTERIAL STATEWIDE TIER NCDOT CONTACT: HON YEUNG DIVISION 2 — PROJECT ENGINEER , APRIL 212020 P.E. SIGNATURE: PROFILE (VERTICAL) O \w� PROJECT REFERENCE NO. SHEET NO. HDR Engineering, Inc. of the Carolinas 1J11 555 Fayetteville SI, Suite 900 Raleigh, N.C. 27601 R-4463A 15 F LEGEN D ` N.C.B.E.L.S. License Number: F-0116 WW SHEET NO. /I //� i / ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER RM ALLOWABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 1Ln N ^/ i� \� INCOMPLE E PLANS ® ALLOWABLE IMPACTS ZONE 2 ® MITIGABLE IMPACTS ZONE 2 / Do Ncnr R7s6 POR /W ACQUISITION / Z � EXISTING TRANSPORTATION A �\ +I _N -A 41 -A\� FACILITY /fv / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED /' PERMIT DRAWINGS - p J y\�1 SHEET OF � �.1 �JJ GRASS SWALE DATA .1\ � � � \ LLOPE REC.- 126720 FT \ t , �1 a{ P\ \\y 2.61 FT t Q10= 146.77S CFS \ 7` 4\ GRASS SWALE DATA �1 3 = V 2.9 05 FPS 32.5 FT DA- 1267.21 AC. SLOPE= .48% 7` O L REQ.- 12672 FT \ STA.31+18 TO 36+41) -Y- LT - L PRO.= 710 FT Q2= 180.0 CFS V2= 3.53 FPS �\ I MICHAEL RAINES ETAL DB 3255 PG 378 D2= 3.24 FT ai v- 1 MICHAEL RAINES ETAL Q10= 270.0 CFSV1o= 3.92 FPS / DB 3255 PG 378 (/�' n` ____GRASS SWALE / PC-G PG 61-H D10= 3.90 FT SITE ��yy yy yy CHAIJNEL'IMPRO 1 PC-G PG 61-H (TIE SPL IA1i CTREAM UTibIT �1 \�, DITCH BLOCK SEE SHEET '2D-1' DETAIL 'U' m CLASS 'I' (L� 1.37 AC. O \ SLOPE �/ / 2.6' �\ SLOPE= 015/ HOLM ES WILSON, JR. STA. 36+40 TO 43+50 -Y- LT CULV T INLL66T AMID �UTLE / L REQ.= 137 FT DB 1997 PG 1018 NK S BID2ATION �` L PRO- 166 FT PC-F PG 198-H 5T 8 Cv DDE. \ SEAa518EET�T0. RIP RAP EST. 25 TONS BLUE Q2= 4.04 CF5 GRASS RENTALS S HE 2D-11 / V2= 1.09 FPS D2= 0.84 FT 6' BASE SPECIAL €ETfAIL hh'' \ RETAIN AND EXTEND CUT DITCH 77�� [r;,1I0r) 5' X 4' RCBC fYVv 26 SY GEOTEXTILE 6' SE SPKIAL DB #57 STONE UT DRCH SEE SHEET '2D-1' 3499 PG 1376 IL Z �1 a\ / �i 010= 5.25 CFS CLASS 'B' RIP RAP ��(/ / Vto= 1.1a FPS EST.3 TONS ) Y / EXISTING D10= 0,95 FT Q L�i SEE SHEET'2D-1' YN APPROX. 40 LF INLET EST.2 TONS ETAIL 'H' 10 SY GEO-TEXTILE PILE ) �\ / -TRANSPORT TION P- ~ W DETAIL'G' APPROX. 11 LF OUTLET PUE PUE UE� PUE EncrO.l a' RAW, PUE PUE " NPUE PUE PUE PUE PUE J ✓ ,x -' BASE TAIL DITCH STA. 44+84 TO 46+50 -Y- LT\ TRANS IO LU C �a> M\ I C FACILITY P[ �\ UEE DETAIL 'I FACILITY R +� - - - CLAS IP �P /LENGTH=20 FT S SPECIAL LU LL.I = - ��(Fr�'�`1 SLOPE=0.15% _ CUT DITCH - - _ /'I JEST.35 G O-TILE / + E 3 C SEE SHEET'DETAIL 820.1 �0 D Y $T m D ETAL T 1:�% '- .. .. 4(O C DDDA PDY FIDE .� II4 3 .. .. .. ....>-. .. PV > > > .� _` LU T51 GUY P \ H __.. .. .. .. Ire II7 118 B EIP _ LU -- -- IIS INV=2O.42'� _ - - - _ _ E - - - - - - - - - CULViRT INV ELEV. 14.9' •,wy_ - LLJ ---Ifs------ --js- c Li �_-Fss-- - _w- - ---w---18'RCP _ ��_ -_----Fss------- - -- B 8� - _ STREAM BEffE`L _ cue �-Fss-------------vss- \ C Fss -----------70TL 04"u xwz CONC HW&WWI-- -- -------- _ _rSS-ir- - ----- -- --- F----------- F p E017 7 O T -� '�'--E--- CBIG) CB(E) CB(F) US n 28' BUT 4- CB(G) CB(G) M CB(G) - --dZ REMOVE �-- REMOVE �- B F 18' RCP - pl 15" RCP -III 19" RCP -- 2I6 QD w 15" RCP -IV CB(F) RCP -IV B(E) CON C EB fG)--T5- --__-_-_= REMOVE RCp-ry CB(F) 1FEMOVE - CP INV=I5.7 ' 18" RCP -III �8�5T 522P�' 2 9k6' RCBC vd 15" RCP -IV 15" RCP -IV 15" RCP -IV 00 ZO 5" RCP -IV CB(F) CB(F) - - CB(F) - CB(E) _l WIN WALLS BURIED 1 CB(F) US /7 28, BST CB(F) -MMM* Q MMMMMII T a M I � 1'SILL IN WESTERN BARR 18" RCP -IV � N CUB re-- - -wLe _ - 0 �lw-. �.. C W&W LT TI_3L_�I %` -� ---- -= Tc--R6 m-- 8 \ �R_ )- - -{- - - F - - - - --Tc -- C _ _ - - _ 7 C�WU-4NV-ELF V 44 F REMOV - _ E D ELEV./�� 5" W �.8�- ( W \\\\\ \\ - UT�----=1�.3b E� ------- Z / c R --I� I - - .. _ 2E BASE SPE GRASS SWALE DATA Z_ \ I CUT DA 9 E SHEET 2DITH 1' LOPE 2.12 AC E SHEET �L? ' 2 I BST PA16, -'PUE PUE CLASS 'B' RIP RAP " - - + - I 3 �EXI$11 81.11� 7 W AIL 'B' L REQ.- II8 FT - �; / E 'X' S CLASS 'B' RIP RAP L PRO.= ta7 FT \ a EST. 3 NS Q J V 4' BASE SPECIAL EST.3 TONS CUT DITCH 5 SY GEO-TEXTILE I0 '2D-1' CLASS 'I' RIP RAP / Sf �1 =1 _ _ TI - C B' RI RAP �� is°a Fvs E$ .54 TO `.,, 10 SI�CE0.TE%TILE D2 054 Fr • SLA RIP RAP - - - - -- Q1o= 9 CFS I V SEE SHEET LATERAL 4' EST. 35 TONS - I I E3 I 120 GEOTE \ 0 a 010= o61 FT DETAIL 'F' GRASS SWALE DATA BASE DITCH 5 AC EST 10 CY DDE 45 SY GEO-TEXTILE 6 DR 0 n.1ii s%FT SEE SHEET '2D-1' Zd 'M' Cpl /\ � �q� � \ `�'''-� I to I I 02 1 .� � � �T 02 \ B27 -E ;Q G SITE 6 STA. 43+53 TO 45+00 Y RT 27 to L PRO - 425 FT DETAIL Qz- 26.69 crs V2= 2.60 FPS Dz= tat FT O QIo= 34.97 CFS >� I / ';^ ) 0Z 2 BZ 1 02 2 BZ 2 - MONROE JOHNSON - - O \ DB 1776 PG 964 �� WI LIAM F. WARD TRUST \ < mo= i.48 FT WILLIAM F. WARD TRUST to DB 3255 PG 384 \�✓ , A DB 3255 PG 384 2 STA. 31+75 TO 36+00 -Y- RT SITE 5 N B N� SITE 5A SITE 513 DETAIL F SPECIAL CUT BASE DITCH I Nmm Scale) DETAIL G SPECIAL CUT BASE DITCH (Nat1° Scale) NOT TO SCALE DETAIL Z DETAIL X CULVERT INLET AND OUTLET TOE PROTECTION BANK STABILIZATION (Not to Scale) Nafurol 01 Ditch Ground \9. 3' e1 Ditch •7 D F\ Slope Na d 01 Ditch Ground 3 '�'' e1 Ditch •7 D FYI Slope �eK �0 DITCH BLOCK PROPOSED DOUBLE RCBC QCF e Min. D= 2.0 Ft. Min. D= 3.o Ft. 3� \\S�uQ DETAIL U PROPOSED z@9 x6 Natural�Flj. B= 4 F1. B= 6 FT. NOT TO SCALE EXCAVATION GroundQ RARIEL d FROM STA. 31+75 TO STA. 36+00 -Y- RT FROM STA. 32+38 TO STA. 37+00 -Y- LT EXISTING 1'I 10' I GROUND d= 2 f T-(jTOP ELEVATION=19.6' b= 2 Ft. Geotextile DETAIL H DETAIL M FLOW LATERAL BASE DITCH 'y CIASS 'I' RIP RAP Type of Liner= Class 'B' Rip -Rap SPECIAL CUT BASE DITCH (Nara Swla) AND GEOTEXTILE ON ("atro seals) b BANKS ONLY 3:1 SLOPE (ON T FROM STA. 40+60 -Y- TO STA. 41+90 -Y- RT Naluml 01 FroFill nt Ground 3• 3' OT Ditch Natural �--°� Ground `!'7 D '� liH. Slope MIN 1.0' OEPTH RIP -RAP, 1r CLASS I F Slope RON Min. D= 3.5 Ft. GEOTE%TILE #57 STONE Min. D= 2.0 Ft. SECTION CLASS TRIP RAP AND GONLY I:1 -_ B= 6 Ft. B= d= 1.5 Ft. 'When B is < 6.0' B= 4 H. Type of Liner= Class B Rip -Rap h= 5 Ft. CULVERT BURIED 1' BANKS ONLY 3:1 SLOPE (IYP) SLOPE EST. 20 TONS CLASS I RIP RAP BACKFILL WITH NATIVE EST. 2 TONS N57 STONE MATERIAL PER SPEC. gYP) PAVED SHOULDER FROM STA. 37+00 TO STA. 43+50 -Y- LT FROM STA. 36+00 TO STA. 36+41 -Y- RT -Y- STA. 36+55 LT I SEE SHEET 2B-2 FOR -DET EB- & -DET WB- PLAN SEE SHEETS 22 & 23 FOR -Y- PROFILE SEE SHEETS C11-1 THRU C11-6 & C2-1 THRU C2-6 FOR CULVERT PLANS RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft2) (ft2) 5 35+80/38+18-Y- RT 4'x5' Cul. Ext./Roadway Fill X 3683 3009 6691 5A 39+62/40+40 -Y- RT Utility Easement X 864 864 5B 40+40/42+67 -Y- RT Roadway Fill X 2264 1906 4170 6 43+49 -Y- 2 @ 9'x6' RCBC X 5045 2640 7685 TOTALS*: 8728 6513 15240 2264 1906 4170 0 0 NOTES 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE STRUCTURE Size ZONE 1 ZONE 2 NO. STATION (FROM/TO) / Type (ft2) (ft2) 5 35+80/38+18 -Y- 4'x5' Culvert Ext. 1731 257 5A 39+62/40+40 -Y- RT Utility Easement 5B 40+40/42+67 -Y- RT Roadway Fill 2221 472 6 43+49 -Y- 2 @ 9'x6' RCBC 2108 391 TOTAL: 6060 1119 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 2/18/2020 CRAVEN COUNTY R-4463A 35601.1.1 Revised 2018 Feb I SHEET OF