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Home My WebLink About20190939 Ver 1_Columbus197-PermitDrawings_2019-06-25_20190716N U O L a F rn 0 (\j CIO o� 0 L 0 0 c E 0 L c w S w U) 0 0 Tc a= D o_E {0} 0 See Sheet IA For Index of Sheets See Sheet I B For Stondord Symbology Sheet I E I E O z BEGIN Zm PROJECT o 87 Ali ` END vre 9 Rd PRO ECT A, 95 1Ay �d g0 ti 074Rd 5SR SR c F.` 5 0 "10 DETOUR �--�� DETOUR VICINITY MAP N.T.S. STATE OF NOl[3°1C'Id CAROLINA DIVISION OF HIGHWAYS COLUMBI)S COU.. TY LOCATION.- BRIDGE 1110.230197 OVER BALDWI11l BRANCH ON SR 1530 (GREENS MILL RD.) P E RM I T D RAWI N G SHEET 1 OF 5 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. DF15406.2024250 1 5 STATE PROD. NO. F. A. PROD. NO. DESCRIPTION DF15406.2024250 PE, ROW, CONST. TYPE OF WORD: GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT SITE1 SITE Z 111111111111111111111111111111 Imillillillillillaila11,000010OR 00OR 00000,11,111111111111IIIIIIIIIIIIIIIIIIIIIIillillilillllllllliiiiiiii111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll.-O illillillillillllllllIIIIIIIIIIIIIIIIIIIIII1111111111111111111111illillill1111IIIIIIIIIIIIIIIIIIIIIIillillilillillllllllllIIIIIIIIIIIIWWWWWOOW— L5 000 "0000 BEGIN PROJECT 1 END PROJECT -L END BRIDGE 1 STA. IO + 79.00 , -L- STA. 14 + 31. 3 STA. l 7 + 3 7.00 BEGIN BRIDGE -L- STA. 13 + 5 8.8 7 _ NC 131 1 TO WZA TO 1LIOUN7, C -L- — --- -- - 1 AL v`qR y RD SR 1530 (GREENS MILL RD.) 1 1 1 az ► , m J � 1 THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD H MODIFIED. GRAPHIC SCALES T 20 10 0 20 40 DESIGN DATA ADT 2015 = 120 DHV = N/A p = N/A T = 6 /o o V = 55 MPH FUNC. CLASSIFICATION: LOCAL RURAL SUB REGIONAL TIER PRO ECT LENGTH T J LENGTH OF ROADWAY PROJECT DF15406.2024250 = 0.111 MILES — LENGTH OF STRUCTURE PROJECT DF15406.2024250 - 0.013 MILES TOTAL LENGTH OF PROJECT DF15406.2024250 = 0.124 MILES PLANS PREPARED FOR THE NCDOT BY: STV ENGINEERS, INC. 900 West Trade St., Ste. 715, Charlotte NC, 28202 NC License Number F-0991 HYDRAULICS ENGINEER PE of reoety c Pop 2018 STANDARD SPECIFICATIONS�� J. ADAM FREEMAN, PE J PLANS 20 10 0 20 40 RIGHT OF WAY DATE: SIGNATURE: ROADWAY DESIGN ENGINEER P.E. PROJECT ENGINEER ETHAN P. WRIGHT, PE PROFILE (HORIZONTAL) I 2 0 4 I LETTING DATE: NCDOT CONTACT: CHRISTY W. HUFF, PE DIVISION BRIDGE PROGRAM MANAGER PROJECT DESIGNER PROFILE (VERTICAL) SIGNATURE: C r C STV Engineers, Inc. STV 1O0 900 West Trade St., Suite 715 Charlotte, NC 28202 NC License Number F-0991 PROJECT REFERENCE NO. DF15406.2024250 R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER � 4 N � O V WOODS ti. V BEGIN PROJECT -L- STA.I0f79.00 "G R/w RETAIN �- EXISTING DITCH TO SR 15�to,,, C,gLV, RD.1 tc DETA& 6 SPECIAL CUT ( Not to Scale) C Natural Ground PROPERTY LINE RUN OF BALDWIN BRANCH :1 — Front Ditch Slope �r z FROM -L- STA. 14 + 50 TO STA. 16 + 50 LT Z MATTHEW KEITH YOUNG OB 797 PG 896 CL B RIPRAP 2 TONS 7 SY GEOTEXTILE PROP. 12 LF SBG STA. 13 + 35 TO 13 + 47 Min. D =1 Ft. --- F —E E F ,. CL _- o O F GREU, TL-3 o � O — SBG Lf xEx'sr1"a- Geotextile Min. D= 8 Ft. Max. d = 8 Ft. *When B is < 6.0' B = 25 Ft. Type of Liner= CL-II Rip -Rap (Embedded) -L- 13 + 95 - 320 TONS CL-II RIPRAP W/310 SY GEOTEXTILE; DDE = 600 CY NOTE: CHANNEL BED RIPRAP ONLY TO BE PLACED IN CULVERT REMOVAL AREA RETAIN WOODS EXISTING DITCH CHARLES K YOUNG & JEANETTE DB 476 PG 54 SR 1530 (GREENS AIALL RD.) c� BEGIN APPROAC SLAB ' -L- STA13+47.99 BEGIN BRIDGE -L - STA I,. +58.87 �E 0 F TYPE -III i GREU, TL-3 TYPE -III 7ff7 ------ F F CONIC HW SITE 1 I STREAM & WETLAND IMPACTS DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING SITE 2 I INCOMPLEIrE FLANS I ➢ O NOT USE FOR //W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 5 W Z RETAIN J EXISTING DITCH = CONNIE HARGROVE — U D 326 PG 76Q 4 \wce �B 29 PG � Q STANDARD CHANNEIL SEE DETAIL A I I I I m J T I I I PROPERTY LINE RUN OF BALDWIN BRANCH Mro CDf "_0 c9= 19C� r 0 U i i E L Q s r, N U 3 L C a) E 0 w I- w / U L W.- \_ BEGIN PROJE —L — ST AJOi Ti 6 � TO SR 1517 tVOUNT CALVARY RD,1 C _ REAA 1- ISTING DITCH FR HEW KEITH YOUNG �\797 PG 896 and • 7 Pk 12 LF SBG STA. 13 + 35 T + 47 — _ F 98 b o O F o O -- 8 �` 0 Q -1 2 — DETAIL TANDARD CH NNEL ( Not to Scal ) L7rouna • J. _\rj ' vrouna d D Geotextile B Min. D = 8 Ft. Max. d = 8 t. *Wh is < 6.0' B = 25 Ft. Type o iner= CL-IIPip-Rap (Embedded) —L{s 13 + 95 — 0 TONS CL—II RI PRAP W/31 SY GEOT XTILE; DDE = 600 CY NOTE: CHANNEL ED RIPRAP ONLY BE PLAC IN C LVERT REMOVAL AR A 6 RETAIN v00&t EXISTING DITCH D E TAX, 6 SPECIAL CUT ( Not to Scale) . D =1 Ft. ❑C CL B WRAP �81 2 IM NS �OTEXT 00 U/ r_ C G 01 SR 1530 (GREENS AIALL RD.) Y LINE WIN BRANCH Front Ditch — — — r TL-3 TYPE -III SITE 1 CHARL ERNE Y E NG & DB 476 PG 54 83 0 STREAM & WETLAND IMPACTS J DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND co 00 r, DENOTES MECHANIZED CLEARING I 8� � z r APPROAC .SLAB`I ~ TAL +47 &N B - STA. I,' +5 7 M STV Engineers, Inc. STV 1OO 900 West Trade St., Suite 715 Charlotte, NC 28202 NC License Number F-0991 SITE 2 1, 5y 1m 01 PROPERTY L RUN OF BALDWIN CCD PROJECT REFERENCE NO. SHEET NO. DF15406.2024250 4 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR � W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 5 OL -0N-0 t9= (-Orr � M11111111111111111MEM III "I or 'MOEN all kIll 11 INA, 116 J 1000000000 0000000000 0000000000 moommommom moommommom moommommom moommommom moommommom moommommom i orA,iommi IMF, molimmo,lo MEN E,.:Llmmml IlEf Shnimirml In MEN mommom mommooff 1111111 2:1�LIMENEEN MENNEEL!AMZ iCU6:AMMMMMM MENEM 00 MEN moommommom ONEENEENEE ommommomms mommoOL:Amm moommommom ONEENEENEE mommoommmo Emommommom ONEENEENNE moommommom mommoommom mommoommom moon;�A ffmoon SN ieffil I Ii 0 EMPIC e!!!Nmqmqmmm moommommom moommommom moommorilFoo moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommon mklrgm'.11 III Ma.112=4 a:,idpii6,,q1rA Lou op -A ni7 ii I MENNEN III NOMMEMIMME MEMEMSEMEM NONE"49mmmm moommommom mommookommo Moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommon in SE No mom EI immoommom mommoommmo MENNEEMENE ONEEN MENEM Emommommom MENE SE No mom oil loommomom moommommom moommommom MENEM MENEM moommommom MENEM MENEM mMENOMONE SE MRE No mom III MENOMONEE Essommoomm moommommom MENEM MENEM moommommom MENEM MENEM mMENOMONE S M M M S S MS mom ONE ommom mommol 10 11 Mwdwm I :qm NONNI 1111111, 11 MILIWAd WE L111 I Ora I I MANNEEME moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom MENEM l MENEM nommoommo ommom III lib".11 MENNEN moommommom mommol MENEM moommommom moommommom moommommom moommommom mommommomm moommommom moommoNE i MENEM moommommo l MENEM moommommo l MENEM moommommo l MENEM moommommo m moommo�lmol I moommommom moommommom moommommom mommol lmmom moommommom moommommom moommommom loommom l MENEM nommoommo EMENEEN ONEENEVISIN s WlJ�ommommmo MENNEEKINAM,I rbILeAMENEEN MENEEMEN El I MENEEMEMEN MENEEMEMEN MENEEMEMEN ONEENI INEEN MENEEMEMEN MENEEMEMEN MENEEMEMEN lmmmmmmmmmmmm;Awmmmm I INEEN MONEEMEMEN 0 ONE20MENE ONEE N Z LU mmmmm9 El I mommome,mom MENEM MENEM ONEEMENEEN mommo I INEEN MENEM MENEM ONEENNEENE ONEENEEMEN MENEM MENEM MENEEMEMEN MENEM MENEM MENEM MENEM MENEENEENE mommoommmo I MENEM moommommom 0 111 loommoom moommommom MENEM MENEM MENEM MENEM MENEM mommm MMENE 1111111EMM om 0 111 lmmommon moommommom ommmm momom mmmomm I Moodi iolg,-Rm MENEM MENEM moommommom MENEM I immom MENEM MENEM moommommom moommommom MENEM MENEM moommommom moommo 0PI2 0 111 mummoom mommills-- -- '''N mommm MENEM MENEM ------ !!!!= zFr.�miii-moom mo,mimommom moommommom nommommomm moommomm Mi I EMEMEN MINN milmoommom MENEEMEMEN MENEEMEMEN -MI = = om IRA ON IN16'IE: :=Ed 11 In ME 1111 IoR NOMMENNEEN MENNEENEEN moommommom MENEEMEMEN ONEEMENEEN moommommom moommommom ONEEMENEEN ONEEMENEEN ONEEMENEEN ONEEMENEEN ONEEMENEEN ONEENNEENE mommoommom NONE N EEMENEEN ONEENMRINJMLV L901LO-Boommmo ONEENERdmkm odommommmo mommoommmo oil immoommmo ONESEEMENE MENEEMEMEN OMNI loommmo MENEEMEMEN MENEEMEMEN MENEEMEMEN ONEENEEMEN MENNEEN OMNI loommom mommommommiiwrm;dmmmmm -- OMNI loommon nommoommoolin moommomm nommoommon momm NEEMENEEME 01 IMENESON-40 hiEVANMENEM 0000000000 OMNI loommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommom moommommon milloosommom OMNI imommom MiLimmomop-p=r. i N mranaffiag qpmqp mommmommom oil immommong qmwmmmmmmm mommoommom OMNI lmommom moommommom mommommom -Milloommomom OMNI Nommona h%mmmpPidmmm Ilk ommmmoso MENNEN- ommmanlAFniii III molqmmmmmmm moommommom OMNI loommom moommommom moommommom moommommom moommommom moommommom moom EN 110 MONEENEF 111PTC=E=3-id adMOMENEEN moommommom mommommoom mMENOMONEE moommommom oil Nommommon MmMMMMMmmM OMNI IMEMEME MEMEM I!!!5 t :: si-amommom moommommin moommommom orcloommNE moommommom moommommom 011 Nommommom mmmilib-Woqmmm moommommom OMNI MENNEN moomm om I In moommoom Emommommom mommoommom nommomm'siA ELI N nommoom nommoommom moommommom !!immmmmmmmm nommommicnm nommoommom 00OLINEEMEN Nommoommom mommoommom moommommon nommoommom nommoommom ommoommomm moommommom nommoommom momml7r.2001 mm I In EMENEENE ONEEMENEEN ONEEMENEEN ONEENEEkwom Mo m I IN NESEEMEN MENEENEENE MENNEENEEN Emommommom mom on ON III mofflmm'A k IF AMINO A011i As I nommoommom moommommom moommommon nommoommom nommoommom moommommon moommommom moommommom mommommoon nommoommom nommoommom moommommon moommommom nommoommom MEMO WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS URFA E WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 12+84/13+52 Roadway Fill < 0.01 < 0.01 2 -L- 13+70/14+20 Bank/Channel Stabilization 0.01 < 0.01 30 20 TOTALS*: < 0.01 < 0.01 0.01 < 0.01 30 20 0 *Rounded totals are sum of actual impacts NOTES: 1 - Site #1 Permanent Fill in Wetlands = 0.002 Ac. 2 - Site #1 Mechanized Clearing in Wetlands = 0.004 Ac. 3 - Site #2 Temporary Surface Water Impact = 0.007 Ac. 2018 Feb