The URL can be used to link to this page

Home My WebLink About20190993 Ver 1_B5659_WETLAND_PERMITS_20190606_20190723See 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. WETLAND AND SURFACE WATER 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 ADT 2016 = 130 T = 6 % V = 30 MPH * TTST = 3% DUAL = 3% FUNC CLASS = RURAL LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT = 0.120 MI LENGTH STRUCTURE PROJECT = 0.015 MI TOTAL LENGTH OF PROJECT = 0.135 MI 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 12012 x License. C-2197 FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS JOHN LANSFORD, PE RIGHT OF WAY DATE: PROJECT ENGINEER KEITH BRIDGERS NOVEMBER 15, 2016 LETTING DATE: PROJECT DESIGN ENGINEER NOVEMBER 15, 2016 PRELIMINARY PLANS PERMIT DRAWING SHEET 1 OF 11 ❑ 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 f?. 5 ' v 033023 90�..�Mir�...`♦of P.E. ATURE: ROADWAY DESIGN `�N ENGINEER a' 4;uss. ea6dSEAL % t -5435 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED J �F EO EO z �o kR% O w� 69-EPX Eo% 69% 69% too —'o—' N SITE I� � C L. ' 11' RIP RAP TO STA. 13 + 25 LT AT CL. 'B' RIP RAP — / EST. 1TON W OODS EST. 5 SYGF T 2 FROM BIR T -------------- _ ______ 2 TB 2G1 V1 �o 2 a MO MENT 013' /W C L. ' B' RI P RAP WOOD—ESr170N EST.5 SYGF \ L. "I I" RIP RAP TO ELEV 206.9 Y< DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 4 OF 11 PDE F SITE�� 2 Do RIDGE #q32 1: y 0 PROJECT REFERENCE NO. SHEET NO. B -5659 4 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER 1025 Wade Avenue Raleigh, NC 27605 INCOMPLE E PLANS SEPI Te1:919-789-9977 DO NOT USE FOR / W ACQUISITION ENGINEERING & Fax:919-789-9591 CONSTRUCTION License:C-2197 DOCUMENT NOT CONSIDERED FINAL SITE a UNLESS ALL SIGNATURES COMPLETED - � PECIAL LATERA C L. ' I I' RIP RAP �� TO STA. 14 + 4 0 - *040 S,C Stao l5 ,L. B RIP RA_ - EST. 1 TON N EST. 5 SYG _WLB� CIn TB 2 G I A o ° �, 2 G I _— TB 2 G I EXC VATE TO L�V 20 RET IN EXISTIN ABUL/ MENTS BELFxEV�202.1\ DENOTES FILL IN WETLAND 3p6L\ CL. 'B' RIP R, EST. 1 T \ / ES SYGF 1 A; SRC' P-I V JOSE GO �> � ' GRAPHIC CL. "II"RIP TO ELEV 30 15 SCALES 30 60 PLANS DENOTES MECHANIZED CLEARING J �F EO z �o kR% I 69-EPX Eo% 69% 69% N!i Ell� IN /\ /SITE 1 o, 'I 'RIP RAP TO S . 13 5 T /RT CL. 'B' I RAPS T. TON � E T. SYGF �o T — 2 oI3' C L. ' 6' RI P RAP - WOO 8'M-ESfi1-TO N EST. 5 F L. "II" RIP REAP TO ELEV 21�6. NT DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 5 OF 11 —__ PDE F ,SITE 2 PROJECT REFERENCE NO. SHEET NO. B -5659 4 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER 1025 Wade Avenue Raleigh, NC 27605 INCOMPLE E PLANS Te1:919-789-9977 DO NOT USE FOR / W ACQUISITION ENGINEERING & Fax:919-789-9591 CONSTRUCTION License:C-2197 DOCUMENT NOT CONSIDERED FINAL SITE a UNLESS ALL SIGNATURES COMPLETED (jf" 11' RIP RAP PECIAL LATERA S --TV S A. 14+40- C L. ' B' RIP RAP S / EST. 1 T EST. 5, C — Y�- GI M / �.)1N. _C 1 — l ow po Illli" 11 `L E VATE TO LEV �2 RIN EXISTIN ABU MENTS BELL/ DENOTES FILL IN WETLAND CL. 'B' RIP JOSE EST. 1 T ES SYGF 15'�R,CP-I ti GRAPHIC NII'� ,moo CL. „ R1P FLEx 30 15 Ill m GO[ 7X-I o SCALES PLANS 30 60 DENOTES MECHANIZED CLEARING ■■■■■■■■■■ ■\ ■II ■il�I■�1i71/III►I■■■I ■■■■■■■■■■ ■■■■■■II■■■ ■■■■■■■■■■■■■C��I■■C�■■■`�■II■■■■■III■■■� ■■■■■■■■■■■■■■■■�■■■■■■AI■�I■Iii!!■�Il\II■I1■l�I,l1■Jt■I\II■I ■■■■■■■■■■ ■■■II ■ ■II ■■■ ■■■Gi�Tin�■Ll �■IIII ■CII ■ ■'9I ■■ ■�■I-_■I■IIII■■ ■■�1►i■■7ri ■■■■■■■■■■ ■■■■■■■■■■ ■ �i■G1►.�■■ ■■■■■■■■■I �L'�■i7■�■Ili■■■■■■■■■R■■!7■■■■■ _�il�■■'JI I■v■■■■■■ ■;jii■ ■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■ ■■■■� ■■■■■ MENNEN MENNEN MENNEN MENNEN MENNEN MENNEN MENNEN somcrw moonem mmmm Wr JON, In lookI NJ OF -NJ III -,4mmff loomor NEI 11 loommol --,%No -loomor isook limor wooF Al is"ommml lospr Imh IN NONNI is, IMF INES' 101 1001 100000001 INEL INN 111111h IEEE' INEL INN' low Ami NEI 'wool IMF JIM EMM1111111 im, mor IMF � 1101 1001 100000001 10001 10 111111111F JONIF A, 900, Iff i IMF ANI 101 L '001 IN ---,am ___mI - ..ANN L 10' A 101 1001 100000001 10001 10 -ANN' AL NEEL IF AL IF MOI 101 Ob, 191 11 lmmom NONNI b, looff �R, 7 AS 101 1001 100000001 10001 ME IL'400r — 'EEL " MIL I ANNI 101 1111111116, 1 IS 100mm L 'Eff AMIL, A11111i 11 1001 100000001 INOF ANN 10h, '40' AEOIL NEEL AMR, ANNI 101 NEEL III mok qF M11111101, Amok 11 lool loommommi �dEN 1111111b, T ANEEL 'NOLAMML,MMMI 10 EON 101 mm=Ml immol6m m=MMMMML= NOP,dm, "INN mmodoommommi SEMI EON 101 NONNI loomom MENOMONEE INN' ME& loommomor ANNEL 10 00000000001 0001 101 MENOMONEE on mom loommomm' moommi in ---immmmmmmi OMNI OI101 ommMI immdEN 000000000 OR MOE INEENEEM, 1000of An mmmimmommool OMNI EON 101 10001 100000 100000000 ME, IMF ANNEENEEL 1111111MOrr ME 00000000001 §001 MEN 101 MM"Wil Imm9MM MENOMONEE EEL ANNOMMENS, ANN mommommomol OMNI MF IMF Al 1001 IF IIF,El NEI T I& T AIR 1001 JIM, ME INNI OF MENEM MENEM Fmoon Z!Ammm MENEM 111111h INN 0 MENEM MENEM MENEM MENEM MENEM MENEM MENEM wmmmm 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 12+03 TO 1 @ 45', 1 @ 35' 21" PCCS 0.05 0.03 13+88 -L- AND ROADWAY FILL 2 13+73 TO EXISTING ABUTMENT REMOVAL 0.01 74 14+00 -L- AND PROPOSED INTERIOR BENT INSTALLATION 3 14+12 TO 1 @ 45', 1 @ 35' 21" PCCS < 0.01 0.01 14+77 -L- AND ROADWAY FILL TOTALS*: 0.06 0.04 0.01 0 74 0 *Rounded totals are sum of actual impacts NOTES: Temporary surface water impacts due to existing abutmant removal and proposed interior bent placement. 2016 09 09