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Home My WebLink About20190993 Ver 1_B5659_BUFFER_PERMITS_20190307_20190723u1 \■ See Sheet I -A !- or Index of Sheets ■ r s " 0 sae d 4 � PROJECT � a o BE P JEC ,.>y n ,� m o ♦ l VICINITY MAP NOTE: PRELIMINARY IMPACT SUMMARIES ARE SUBJECT TO CHANGE DEPENDING ON UTILITY DESIGN AND FINAL ROW STATE i 1T C1�A�i ROLINA y1r ®r F NORTH DIVISION JL�JL®� ®Jl' HIGHWAYS �� SUBMITTAL E-00/ PREL RDY PLANS MARCH , /7017 (J L JOHNSTON. COUNTY ,TATB "ATB PRae�P RBPBRBNCB NP No �T,�, B-5659 ]L RATE I —NO P.A —.— OtlCRIP1fON 384/0.3J BRZ-2/43(002) P.E. 38410.3.1 BRZ-2/43(002) R/W 38410.3.1 8RZ-2143(002) CONST LOCATION: BRIDGE NO. 500432 OVER. CATTAIL CREEK ON SR 1738 (EATMON ROAD). TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE. BUFFER IMPACTS PERMIT BEGIN TIP PROJECT B-5659 —L— STA.10+55.00 END BRIDGE END TIP PROJECT B-5659 —L— STA.14+27 +/— —L— STA. 17+70.00 I I BEGIN BRIDGE 1 —L— STA.13+47 g, T0D\ENo �10 0a8�E a I � I m EATMON R0.6R1738 2 -432 \ I \\ 1 \ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 25 12.5 0 25 50 PROFILE (HORIZONTAL) 5 2.5 0 5 10 PROFILE (VERTICAL) DESIGN DATA PROJECT LENGTH ADT 2016 = 130 T = 6 % * LENGTH ROADWAY PROJECT = 0.120 MI V = 30 MPH LENGTH STRUCTURE PROJECT = 0.015 MI * TTST = 3% DUAL = 3% TOTAL LENGTH OF PROJECT = 0.135 MI FUNC CLASS = RURAL LOCAL SUB REGIONAL TIER NCDOT CONTACT: VIRGINIA MABRY MANAGER, PRIORITY PROJECTS UNIT Pre (ed rh' 1—,,M1, NC 2]605 SEPI IDz5 w: Ne 2en5 %tCe Te1:919-789-997] of �%; [ ry a l x[[ P l ry a a Fax.919-]89-9591 x License. C-2197 FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS JOHN LANSFORD, PE RIGHT OF WAY DATE: PROJECT ENGINEER KEITH BRIDGERS NOVEMBER 15, 2016 LETTING DATE: PROJECT DESIGN ENGINEER NOVEMBER 15, 2016 PERMIT DRAWING SHEET 1 OF 8 ❑ Boone, NC 828-355-9933 V&" ❑ Tri-Cities. TN 423 -467-8401 ❑ Knoxville, TN Vaughw&Mellon 865-546 5800 Consulting Engineers ❑ Spartanburg,SC 864 574-4775 Asheville, ❑ Charleston, SC ■ North Carolina 843 974-5650 828.253-2796 ❑ Middlesboro, KY ❑ Raleigh, INC ❑ Charlotte, NC 606-248-6600 919-977-9455 704-357.0488 0 Atlanta, GA 770. 627. 3509 `Copyright a 2006 Vaughn & Melton, Inc. All Rights Reserved HYDRAULICS ENGINEER �N.. CAROEi 033023 90�..�Mir�...`♦of P.E. SIGNATURE: ROADWAY DESIGN ENGINEER es6dSEAL t INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 10 EO z 0 o 'oc� f'p, 'Q'� t�' '04 f'�) W_Ep� U�161� >_fol) U�fQ9_ Cot" fool INSET /\ A A A A A A x KxnC�C�C�C�CnC PERMIT DRAWING SHEET 4 OF 8 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 1 (ROADWAY) 1025 Wade Avenue Raleigh, NC 27605 SEPI Te1:919-789-9977 E N G I N E E R I N G & Fax:919-789-9591 CONSTRUCTION License:C-2197 PLANS ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 2 (BRIDGE) PROJECT REFERENCE NO. SHEET NO. B -5659 4 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PLANS INCOMPLEIrE DO NOT USE FOR % W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 10 EO z 0 o 'oc�� W� �ka U�161� >_fol) U�fQ9_ Cot" fool INSET xxxk X X X XXXxX K X Y X X X X X PROJECT REFERENCE NO. SHEET NO. B -5659 4 ROADWAY DESIGN PAVEMENT DESIGN PERMIT D1?*..,.AW1 NG ENGINEER ENGINEER 1INCOMPLE E PLANS 025 Wade Avenue DO NOT USE FOR % W ACQUISITION SHEET 5 OF 8 SEPI Raleigh, NC 27605 Te1:919-789-9977 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 1 (ROADWAY) E N G I N E E R I N G & Fax:919-789-9591 CONSTRUCTION License:C-2197 PLANS ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 2 (BRIDGE) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MENEEMENEEMENEEMENNE MENEEMEMEN MENEEMENEEMENEEMENNE MENEEMEMEN MENEEMEMEN MENEEMENEEMENEEMENNE MENNEN____ ONE" —11FF 00000 ONFAUZa F, 100 NIN 0',1001 1WAff ME-'JFMMMI 100 Emommommom momommoomm moommommom ommoommomm mommommoplo mmmmmmz=-im moommommom moommommom moommommom moommommom mommommomm moommommom moommi N WLTA lhol mill lPiNNI mON of ILIWALIWPJ 11101 ELAM= moommommom moommommommommommomm mommommomm ial�dlll -A A 1111:1 ENEEN lmomiiiiNmr-don i3pl-90000000 mommosommo moommommom moommommom mommoommom mommonempon posomigmmpq mmmp llotin I "Ji :U a SEEN OFAI 1111 Emommommom moommommom moommommom mosommoomm moommommom mommompmi IF, 1111110 Ll INN Uwfilkoll Ed IRENE mommoolloom MEN In I U011 1 U ;YAIIFJA ONE MI I I IVI ;ME 6111 ;M MENNE&SIMME MONEEMENES SEEMS, jMI In is loommoloo MEN SLIP,&'A:'AMELlil in 1011111,11 1 immip,Nmr,-qlk 012911 -IOWdg',Il moommommom :405= ENEMA 1 A-M711110 Mmmmmmiimmm mom FibiraiiimL7A ojmm !!I 11111rapel &I il Irl somorlAmi In I I MENOMONEE 0000 WA 001 1692ffMtooJ'a 1000000000 MONENdEMEN NOWENOd ilia-Mosome NommonlELEd &JOE:-Mkm&EJO MUNIQUISMIn UK!JMMMEEEE moommommom moommommom moommommom moommommom o moor "Iol MENNEEMEN 110 WFA�IAN 016'1110 1 ;;ANNE MMMMMLIIAFibla IN IFEL FoirmiNER Ql ONEEMENEEN rommmom m m NUI EC&AME all A "L�,wmmmm Nommoommom FAMMENIFAMImpd- sommoommon nommoomp2in moommommom moommommon nommoommon mommoolimEN 00000000110 ff�OFFIMFIRMAE FAFRAWE 0000 ONMENENAm� - modl MEMEN MENNEN 1111114 14 �AV.Wllll 11 VWA E I 2F4w.Ffiqr., :0 moommommom mossmommilm 000 klEMPa'L9mmmmm mommommono moommommom moommommom Mmmdrj,mwmE�!�, N=,'AmblrAmmra moommommom mommomp,,Amm moommommom moommommom moommommom mommoolloom moommommum wordmaimaggoo loomimomon 00 011 JLq1 b FIPR!!!IMELIEEN- woommommom moommommom moommommom pm�PMOMEN 0000000000 MEMENEEMEM EL AEOP21WINNE K�ilmkz2mmmmm mommommomm on momm - m 10 MENOMONEE moommommomm mom 041!!!Ivmmmml lFAME ONEENEME02 ESE�PREMEN sommmommon MENEEMEMEN mommommomm ONEENEEMEN mumiini-mrm=r-!!!!F nommoommoi I I MENNENRMEMO moo no INEEMERE aiiamoommmmo mommommomm ONEENEEMEN ONEEMENEEN MENEEMEMEN MENEEMEMEN MENNEWERNE pum�EMBI—Film mown,", EMENS 'ANNEEMEMEN ONEEMENEEN ONEENNEENE LIN MENNEN moommon�om No MENEM Moon W4lMMMMmRml No off I MENEENEENE M,-m MEN NMI I boi!j ii ymi !jAli Mond! 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STRUCTURE SIZE / TYPE STATION (FROM/TO) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ftz) ZONE 2 (ft) TOTAL (ftz) ZONE 1 (ftz) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ftz) ZONE 2 (ft) 1 1 @ 45';1 @35' 13+25 TO 13+45.5 -L- Ll X 0.0 0.0 21" PCCS 13+45.5 TO 13+49 -L- LT X 0.0 0.0 13+49 TO 13+75 -L- LT X 0.0 0.0 2 13+96 TO 14+29 -L- LT X 201.3 201.3 14+26 TO 14+29 -L- LT X 0.0 0.0 14+29 10 14+38 -L- LT X 83.6 83.6 14+29 TO 14+57 -L- LT X 419.7 419.7 3 14+09 TO 14+30 -L- RT X 103.6 103.6 14+30 TO 14+48 -L- RT X 109.4 109.4 14+45 TO 14+69 -L- RT X 145.5 145.5 4 13+17 TO 13+41 -L- RT X 284.9 284.9 13+40 TO 13+50 -L- RT X 167.1 167.1 13+50 TO 13+72 -L- RT X 387.9 387.9 [TOTAL: 1052.9 850.1 1903.0 0.0 0.0 0.0 0.0 0.0 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS JOHNSTON COUNTY PROJECT: 38410.3.1 B-5659 3/7/2019 SHEET 7 OF 8 Rev. SEP 2016 Rev. May 2006 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS STATION ZONE 1 ZONE 2 SITE NO. (FROM/TO) (ft2) (ft2) 1 13+25.5 TO 738 539 13+75 -L- LT 2 13+96 TO 1068 462 14+58 -L- LT TOTAL: 1806 1001 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS JOHNSTON COUNTY PROJECT: 38410.3.1 B-5659 3/27/2019 SHEET 8 OF 8 Rev.Jan 2009