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Home My WebLink About20200089 Ver 1_B-5671_Permit_Drawings_Buffer20191204_20200117See Sheet I -A For Index of Sheets See Sheet 1-B For Conventional Symbols STATE OF NORTH CAROM INA � DIVISION OF HIGHWAYS PERMIT DRAWING Z SHEET 1 OF 5 ED G-rECOMBE COUNTY .4111 1* LOCATION: REPLACE BRIDGE NO. 87 OVER SWIFT CREEK ON NC 97 TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE BUFFER IMPACTS STATE aREET B-5671 aTATE VROl.N0. .A.PEOI.NO. OL+9CRIP]TON 4562 6.1.1 P. E. 45626.2.1 RNV & UTIL. 45626.3.1 CONSTR. � u\ S 15/ �_- ) SITE 1 s —1 H SITE 1 \ \ SITE 2 E Fq'QM R�q� — — TO NC 33 BEGIN BRIDGE s� BEGIN T lP PROJECT B -567/ —L— STA. I6+00.00 END BRIDGE -L- STA.12+00.00 -L- STA.I8+00.00 SITE 1 I END T lP PROJECT B -567/ -L ST A. 22 +00.00 DOCUMENT NOT CONSIDERED FINAL THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. UNLESS ALL SIONAruRES coMPLErED CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pre red the Office of: Plops Prepared For: HYDRAULICS ENGINEER x 1 Assoelates P.^. DIVISION OF HIGHWAYS Rmd, 4505 FF.alls ofNeuse Road, Suite 400 50 25 0 50 100 ADT 2020 = 3434 Raleigh, NC 27609 Ph-a(919)783-9z14 1000 Birch Ridge Dr. Raleigh NC, 27610 g �®�P�, ADT 2040 = 4600 K — 8 % D = 55 % LENGTH OF ROADWAY TIP PROJECT B-5671 = .151 MILES LENGTH OF STRUCTURE TIP PROJECT B-5671 = .038 MILES �,,�F,«m Fax EE. ®� ® sr 60, z018STANDARD SPECIFICATIONS DEWAYNE L. SYKES, P.E. PLANS RIGHT OF WAY DATE. 50 25 0 50 100 T = 13 % V = 60 MPH TOTAL LENGTH OF TIP PROJECT B-5671 = .189 MILES SEPTEMBER 3, 2019 PROJECTENGINEER BRYAN E. HOUGH, P.E. SIGNATURE: �'A a ROADWAYDESIGN ENGINEER LETTING DATE: PROFILE (HORIZONTAL) TTST = 5% DUAL 8% MAY 19, 2020 �� O E PROJECTDESIGNENGINEER 10 5 0 10 20 FUNC CLASS = 8�� NCDOT CONTACT. DAVID STUTTS, P.E. STRUCTURES MANAGEMENT UNIT MAJOR COLLECTOR REGIONAL TIER SIGNATURE: P.E. PROFILE (VERTICAL) o- U BUFFER I IMPACTS ZONE 1 ZONE 2 s� SITE IMPACTS IMPACTS \ SITE 2 0 SF 1167 SF �I�\ .. ,00S jr 6� \ SITE 2 f 15" PIPE W/2 ELBOWSJS / .. ---.15, B27 PUE PU h �!5 SITE I �!s\ \ � s CLASS B RIPRAP PAD EST 1 T N ES G � 7 F E'� e O 1 �� i OF i p 'v a + MJ34Fq 0 � � J �1�;'AN�R� Rw PUE - R F PUE BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS SITE SITE 1 2198 SF 1115 SF SITE 1 PERMIT DRAWING SHEET 2 OF 5 N SITE 1 / ESI I ION EST 5 SY GT PROJECT REFERENCE NO. SHEET NO. B-567/ BUF-2 W SHEET NO. 4 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE ]PLANS DO NOT UM FOR N/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER ZONE 1 ZONE 2 15" PIPE IMPACTS IMPACTS IMPACTS \ 2 ELBOWS SITE SITE 1 1841 SF 968 SF ' \ P1� / PUE PWE �� Pl ,� PUE +te F — — _ E—wLB N M. ANDERSON FARMS I —�-- — —�, - — —wLB— — — — ` wooDS BS_"l. Riw OB 1613 PG 956 PC 4 SLIDE 140-A — - MB 16 PC 44 _ PUE �P F R � qU E E E I �� PUE \\ '� P E DON M. ANDERSON FARMS INC OB 1613 PG 956 ,� '� `� PC 1 SLIDE 140-A MB I \ SITE 1 J ,/ G BUFFER IMPACTS ZONE 1 IMPACTS ZONE 2 IMPACTS SITE SITE 1 1815 SF 862 SF IMPACTS LEGEND ALLOWABLE IMPACTS ZONE 1 ® ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 2 n_ BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS SITE SITE 1 2160 SF 1039 SF FOR -L- PROFILE SEE SHEET 5 BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS SITE SITE 2 0 SF 1167 SF BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS SITE SITE 1 2160 SF 1039 SF � 3 � \ 15 O RIPRAPgR W/2 ELB W BEST 1 T G � �Ta� 6Il PUE —SUE 3 \ o < WOO, _sx_ 2 PUE � PUE J 1� BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS SITE SITE 1 2198 SF 1115 SF lb PROJECT REFERENCE NO. SHEET NO. B R,W SHEET 8UF-3 •�� RNJ SHEET NO. 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �z AINC®NiIDL1E E ]PLANS 4O 'YC \ a DO NOT USH POR / W ACpUISITION 8� C^ e sr DOCUMENT NOT CONSIDERED FINAL `9> UNLESS ALL SIGNATURES COMPLETED 4 m q6 \ �4 CLASS 8 / RIPRAP PAD s " � SITE 1 s EST 1 TO. EST 5 SY GT se 1� BUFFER ZONE 1 ZONE 2 15" PIPE IMPACTS IMPACTS IMPACTS W/2 ELBOWS SITE � 1 SITE 1 1841 SF 968 SF PUE PUE �e �v �� u J a ,F ON R / MS IN \w`e�,� '� ID r Be B �TNc s MB I AG 4 z 5 _ @s -- — °s — N 44'28'026" ----- — °` m NC 97 ss sB UE �P wooc tic 'r— .� ti '� / \ DON . ANDERS FAR 01'E 09i, 13 956 SLIDE 140 5A MB P 44 s� a SITE 1 r—�/ BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS SITE SITE 1 1 1815 SF 1 862 SF a> I/ IMPACTS LEGEND ALLOWABLE IMPACTS ZONE 1 ® ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 2 FOR —L— PROFILE SEE SHEET 5 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft) (ft) (ft) (ft) (ft) (ft2) (ft) (ft) 1 15+87 TO 16+60 BRIDGE X 2160.0 1039.0 3199.0 1 15+96 TO 16+77 BRIDGE X 2198.0 1115.0 3348.0 1 17+31 TO 18+05 BRIDGE X 1841.0 968.0 2809.0 1 17+60 TO 18+15 BRIDGE X 1815.0 862.0 2677.0 2 12+70 TO 14+24 ROADWAY X 0.0 1167.0 1167.0 TOTALS*: 8014 3984 12033 0 1167 1167 0 0 NOTES: Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE NO. STATION (FROWTO) ZONE 1 (ft) ZONE 2 (ft) 1 STA 16+43 897 TO 16+77 RT 1 STA 17+61 3 TO 17+65 LT 1 STA 17+65 85 TO 17+86 LT ITOTAL: 1 900 1 85 1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 9/19/2019 EDGECOMBE COUNTY B-5671 45626.1.1 Revised 2018 Feb SHEET 5 OF 5 Rev.Jan 2009