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Home My WebLink About20210303 Ver 2_Macon County - B204 - Permit Plans (Final)_202310250 L 0 a E L T m E L c U 0 0 t c E L O w w O o< oLF L TS See Sheet 9A For Index of Sheets See Sheet 1 B For Stondord Svmboloc7v Sheet � TO NC 28 RFrTAT PJ?nTR/'T WR.0 17RP )d R 11W —L— NIA. H+4U.UU CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. DIVISION OF HIGHWAYS MA CON COUNTY LOCATION. BRIDGE #204 OVER WALNUT CREEK ON SR 1533 (WALNUT CREEK RD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE SURFACE WATER IMPACTS PERMIT 8.18.2023 /j5/ JS END CULVERT —L— STA. 15 + 14.75 BEGIN CULVERT —L— STA. 14+61.25 'Jy \ Js\RF 8 0' 0' 80 GRAPHIC SCALE STATE PRO]ECT REFEREN TOTAL SHEETS 17BP.14.R.159 6 17BP.14.R.159 P.E. 17BP.14.R.159 ROW & UTILITIES NORTH CAROLINA s NA 2011 NAD B3 END PROIF,CT WRS 17RPJ4_RJ59 —L— 31 /1. 10 t / U. UU Permit Drawing :] Sheet 1 of 6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR THE NCDOT BY: HYDRAULICS STV Engineers, Inc. STV 1�� 900 West Trade St„ Suite 715 ENGINEER 20 10 0 20 40 ADT 2010 = 1100 2(lQGCharlotte, NC 28202 NC��ee,se Number F-0991 ADT 2025 = 2200 DHV = N/A LENGTH OF ROADWAY PROJECT WBS 17BP.14.R.159 = 0.090 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.14.R.159 = 0.010 MILES PE 2012 STANDARD SPECIFICATIONS PLANS 20 10 0 20 40 D = N/A T = 6 % TOTAL LENGTH OF PROJECT WBS 17BP.14.R.159 = 0.100 MILES RIGHT OF WAY DATE: JANUARY 27, 2017 NIKKI T. HONEYCUTT, PE SIGNATURE: ROADWAY DESIGN ENGINEER PROJECT ENGINEER PROFILE (HORIZONTAL) V = 25 MPH 4 2 0 4 8 FUNC. CLASSIFICATION: LOCAL NCDOT CONTACT: JOSH DEYTON, PE Division Bridge Manager LETTING DATE: JANUARY 27, 2026 MAAMOON K. ABDELAZIZ PROJECT DESIGNER PROFILE (VERTICAL) P.E. SIGNATURE : LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER ELIZABETH TYNDALL BURCH IDS Y-18 PG 1292 STREAM PERMIT IMPACT AREA )AC) LENGTH (FT) PERMANENT 0.04 173 SW IMPACTS TEMPORARY 0.04 134 SW IMPACTS GRAVEL �¢ % WILLIAM D. CLIFFORD �V IDS 5-28 PG 1294 �JS CREEK i WGLN 155 - �s�' ---------- - KS v �F JS �JS� — OR 6STIN/FiW s�c — 19 BST ✓ PROJECT REFERENCE NO. SHEET NO. STV Engmecis, inc. v 900 West Trade St.. Suite 715 o � 00 S EFF Y �y� / TU 10o cdanite, NC 28202 �7BPJ4eR✓59 2 PG 481 NC License Number F-0991 RNJ SHEET NO. •" II// / ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �Y✓�` / ='�� SITE 1 G,9 ��:)Fr G� �I q\\1 DOCUMENT NOT CONSIDERED FINAL DI Cy UNLESS ALL SIGNATURES COMPLETED GR �� WD RAIL GR —c 1 I / jai T5 JOACHIM N.KELLY NA 2 V A�S DB G-30 PG 892 NAD 83 W \ \ F 9 �DLF F t � w \ \ o ——— Ex1s� s V � ae \ V�. w \ — U.S. FOREST SERVICE \ R.L. MONT EITH TRACT N0. 1446 F \ Permit Drawing G ,_ c Ppo Sheet 2 Of 6 — R R\�e z:] sRrfEs r\ c --_ 40' 0' G -- G 1N /� Pc9 R s\ GRAPHIC SCALE \JS 2786 2786 SEE FIGURE SITE 1 5 JS WALNUT CREEK HD (SR 1533) HERBERT ARTHUR ISERMAN, JR� DB F-35 PG 485 \JS� F -- -- _ E11la _Ella[I�o�l[[r[@a[[[9[oo[oorArr[[o@x,9mo[000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000.ro[Irr!!.Mll.rrrr0000000[oo[ p `L lli'-IP----fiJj.----.7- R�1 1�77_] lerGl��I[%fi�lL��•11!l�II��Riiiiiiiiiiiiiiiiii��1J%1�17�4�J!JCIG171L�� `L -Ella0rr0rlr0rrl�rrr!lOrrEElEEEEEEEEElEEOono[EEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEElEEEElEEEEEEEEElEEEEEEEIrElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEErCEE7o:i�Y[/J7.�_1[[[[[[[[[[[[[[[[[[[[[r-.�./Jr.Tiih�10 [rlEnlO!lallr!\EEr1E0!!�1lEOEIIEEElEEEiCf.T7R[[[12.9[rl[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[Ir[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [rlr/lllr7a/ln.%:J/U717!]III:nr�1111Gn1i[Ei[[[�rli7:wl[[[/:!r[[NO.-4[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[-1010 [!7[L!'!t[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ONE G� [/Cr [ n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E a r E E E c r a E W a[ .1• l E E! 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EEEEEEEEE!lEEEEEEEElEEEEEEEEElEEEEEEEE�EE�EEEEEEElEEElo!!ooll!lSaEmulll111ll111111llll![11lnElEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElllllllllllllll!!!!!!!!!!!!!!!lEEEElEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEElEEEEEEEEEloo!!o!!o!!o!!olEEEElEEEEEEEEElEEEEEEEEE! t]275011 2750 12+00 13+00 14+00 15+00 16+00 LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER "Z DENOTES PERMANENT IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. SHEET NO. ELI TH TYNDALL BDRCH\ STV Engineei5, inc. 900 West Trade St„ Sulte 715 DB Y-IS PG 1292 � °ti aQK g pEE Y >�' too cbadotte, NO 2a2o2 �78PD�4eR✓J�9 .3 NC License Number F-0991 ILW SHEET NO. STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) PERMANENT 0.04 173 SW IMPACTS TEMPORARY 0.04 134 SW IMPACTS \ \ / SSEE C('� pROADWAY DESIGN HENGINEIC5 FIGUREENGINEER ENGINEER ITE 1 v i cR / // w HERBERT ARTHUR ISERMAN, JR. ✓S DB F-35 PG 485 w PORARY IMPACTS o IN S ✓S WATER N UNCLASSIFIED EXCAVATION -__FOR FLOOD BENCHF PERMANENT IMPACTS IN SURFACE WATER O -L- WALNUT CREEK RD (SR 1533) �O OO��F oo 00 O� D O,P � P G 00 O DIO c ;gRO�GFR �� WD RAIL GR --------- DM , Op JOACHIM N. KELLY \ S DB G-30 PG 892 \ �' F F gL'2� F NAD 83 NA011 F, \ S S \ PERMANENT IMPACT O \ \ IN SURFACE WATER D � S S _ UNCLASSIFIED EXCAVATION FOR FLOOD BENCH U.S. FOREST SERVICE _ I R.L. MONTEITH TRACT NO. 1446 PERMANENT IMPACTS IN SURFACE WATER F C NCDOT DIVISION OF HIGHWAYS MACON COUNTY PROJECTJ 17B P.14.RJ59 BRIDGE 0204 OVER WALNUT CREEK ON SR 1533 (WALNUT CREEK ROAD) SHEET 4 OF 0 10 // 02 // 2017 Permit Drawing Sheet 4 of 6 3 0' 0' 3 0' GRAPHIC SCALE FW�SP��D 3 a � °Rp0 OMB Z3u .44 C "0% ��'_9 PORARY IMP IN S ACE WATER C� O STREAM PERMIT IMPACT AREA )AC) LENGTH )FT) PERMANENT 0.04 173 SW IMPACTS TEMPORARY 0.04 134 SW IMPACTS LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO. NAMES ADDRESS I U.S. FOREST SERVICE N 0 A R.L. M®NT E><°][ H TRACT NO.1446 4 CARO LIMA CONNECTION 1256 WALNUT CREEK RD. PROPERTIES, LLC lFRANK LIN IBC, 28734 Permit Drawing Sheet 5 of 6 NCDT DIVISION OF HIGHWAYS MACON COUNTY BRIDGE #204 OVER WALNUT CREEK ON SR 1553 (WALNUT CREEK ROAD) SHEET 5 OF 0 10-02-217 WETLAND PERMIT IMPACT 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 2 - 12' x 6' RCBC 0.04 104 1A De-watering/Diversion 0.04 134 1B Bank Stabilization Ri ra >0.01 69 TOTALS*: 0.04 0.04 173 134 *Rounded totals are sum of actual impacts NOTES: TN Revised 3/31/05