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Home My WebLink About20190652 Ver 1_17BP4R104_Permit_Drawings (3)_20190516ee Sheet 1A For Index of Sheets see Jneef 7ti ror (,onvenrlonol Jymxis T oN 6. CO. yh — �N7 �30 9 SR 1348 �S `7--3,su F1 wam Pony Watson d. SR 1352 Ntiso Rb• t Spencer Rd. END PROJECT S,p Cc 0/r oo/ O BEGIN PROJECT 1 o� 581 l y Ra 0-4" DETOUR VICINITY MAP N.T.S. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 8 PROFILE (VERTICAL) DESIGN DATA ADT 2020 = 384 ADT 2040 = 558 K = WA D = 50 % T = 6 % » V = 60 MPh * TTST =3% DUAL FUNC CLASS = LOCAL, RURAL SUBREGIONAL TIER STATIC OF NORTH CAROII INA DIVISION OF HIGHWAYS WA YNE COUNTY LOCATION: REPLACE BRIDGE #950045 OVER GREAT SWAMP ON SR 1353 (HOOKS ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE PROJECT LENGTH LENGTH OF ROADWAY TIP PROJECT 17BP.4.R.104 = 0.087 MILES LENGTH OF STRUCTURE TIP PROJECT 17BP.4.R.104 = 0.020 MILES TOTAL LENGTH OF TIP PROJECT 17BP.4.R.104 = 0.107 MILES NCDOT CONTACT: RACHEL EVANS, PE DIVISION 4 PROJECT MANAGER L PLANS PREPARED FOR THE NCDOT BY. STV ENGINEERS, INC. 1600 Perimeter Park Dr., Ste. 225, Morrisville NC, 27560 NC License Number F-0991 2018 STANDARD SPECIFICATIONS PATRICK A. LIVINGSTON, PE RIGHT OF WAY DATE: MARCH 1, 2019 PROJECT ENGINEER E. NEAL PASCHAL, El LETTING DATE: OCTOBER 27, 2020 PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER BTATB srwrE FR0.1ECr REFERENCE N0. SHEET NO. TOTAL HBETS N,�. UBPA.R.104 I EI'ATB M-0. F.A.n-- D89CR1"Em 17BP.4.R.104 WA P.E. 17BP.4.R.104 WA RW & UTIL. 17BP.4.R.104 WA CONST. NAD 83 12011 PERMIT DRAWING SHEET 1 OF 7 TO WILSON RD. — .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... ............... II:I.amOn 4 4-11: WI min Wi owl W .W.. 11 ZROWN=_M ■I■: �� _------------- ------ .............. ---------------____ MENNEN ..................................................... AMEMEMOMMEMEMEMEM ON ■u■----_--- ■ Oi.ENEENEENE MEMO. 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GEOTEXT E -7F F - - - - - - - - - - -L- EST.2 TON CL-B RI RAP EST. 7 S.Y. GEOTEXTILE F, Gy HAND CLEARING CLEARING\� / 0.0067 AC MECHANIZED CLEARING 0.0094 AC SANDRA BPERMANENT FILL UNDGAARD TLANDS 10' 0' 10' 20' 30' O 40'7 AC GRAPHIC SCALE k--1 SITE 1 Q ------------------ - - I I I I I I I I I I I I I I I I I I I I I J------------------ PROJECT REFERENCE NO. SHEET NO. l78p.4.RJ04 1 4 RM/ SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER rE PLANS / W ACQUISITION INCOMPLE DO NOT USE FOR CLEARING CLEARING OL0065, AC �L DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MECHANIZED CLEARING PERMIT DRAWING 0. 163 AC SHEET 4 OF 7 / HAND CLEARING CLEARING PERMANENT FILL 0.0086 AC IN WETLANDS RANDY AYCOCK / 0.0108 AC (� ,�I\Q0 O n R F PUE PUE ►�..,� I I 165 CY ABUTMENT EXCAVATION I - HAND CLEARING CLEARING 0.0007 AC EST.2 TON CL-B RIP RAP ' EST. 7 S.Y. GEOTEXTILE F 120 TON CL-II RIP RAP EST. 2 TON CL-B RIP RAP EST. 7 S.Y. GEOT CTILE F V HAND CLEARING CARING PERMANENT FILL 0.0018 AC IN WETLANDS 0.0010 AC RANDY AYCOCK MECHAED CLEARING 0.0058'AC 0 O HAND CLEARING CLEARING 0.0007 AC i, 0u ■ . ■TTI 5 10 PROJ. REFERENCE NO. SHEET NO. 17BP. 4. R.104 5 10 10 10 10 10 10 90 E 0 70 60 5 D 4 D 3 D z D 1 D 1 2 D 30 4 D 5 D 6 D 7 D E 0 9 D 10 10 10 10 10 10 PERMIT DRAWING SHEET 5 OF 7 ILL I q o.0 15 0 25 a IW r- / J2 ETL NDS QO so 0.0 .025 jeam 1_6UH FALA WA ER so 8993 Q g > o w / 110 ET AND WE TLA DS D cn cn so 1 0 1 10 1 10 1 0 1 0 1 0 2 1 1 2 D 6 90 1 10 1 10 1 0 1 0 1,0 1 0 PARCEL NO. PROPERTY OWNERS NAMES AND D D D e S NAMES ADDRESS SANIDRA BUNIDGAAR D 1702 NATO H[]EZ TRACE GR E]ENS1 ORO NC 27455 2 lEV]E1L5YN HOOKS 1481 HOOKS R D ]FR EMONT NC 27830 3 RANDY AYCOCK 243 POL1L5Y WATSON R D 1FR EMONT NC 27830 Permit Drawing Sheet 6 of 7 NCDOT IDIVISION OF HIGHWAYS WAYN1E COUNTY PROJECT: t7BPAR.104 BRIIDGE # 950045 OVER GREAT SWAMP ON SR 1353 (HOOKS RD.) SHEET 6 OF 7 4% 9% 2019 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE 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 14+22 to 15+14 (1@70'x24") & (1@ 35' x21")CORED SLAB 0.02 0.05 0.04 TOTALS: 0.02 0.05 0.04 0 0 0 Revised 2018 Feb