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Home My WebLink About20191231 Ver 1_B-4414_Permit Drawings_BUFFER_20191212_20200217C 6 E C a In C .3 0 0 i 0 C E L C w V) w 0 0 v Qa QL �o m-C i m".c (DOL c QN NZ � NX� See Sheet 113 For Index of Sheets STATE OF NORTH CARD ( INA Jl e 1L TA,R TATe PnwP�r neP�neN�R NO �BBT Xee 6 NO. See Sheet 1B For Conventional Plan Sheet Symbols See Sheet 1C- 1 For Survey Control Sheets ^�� B-4414 DIVISION OIL HIGHWAYS erA� PROl.NO PAPROINO S— 1622 38358.1.2 BRSTP-0264 31 PE 38358.2.1 WA RW & UTIL. I 38358.3.1 WA CONST. l\L 1609 1619 - BEA UFORT COUNTY i P 16221 M 1609 1� 1609 1610 1611 PR E T g LOCATIO LOCATION: REPLACE BRIDGE NO. 43 OVER • • I � 7190 SU a"'p h 6.>1 Yeatesville PUNGO CREEK ON US 264 BUFFER DRAWING / V 01 `1718 SHEET 1 O F 4 6 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE ',,j,. 17s9 1628528 O 1741 1718 1742 BUFFER IMPACTS PERMIT 1628 1733 W�O VICINITY MAP 22� • • • ♦OFFSITE DETOUR BEGIN TIP PROJECT B-4414 END TIP PROJECT B-4414 -L- STA. 19 + 75.00 -L- STA. 29 + 75.00 BEGIN BRIDGE END BRIDGE -L- STA. 24 + 00.80 -L- STA. 25 + 57.00 'o SITE 1 �i oAGy SW TO PUNG0 4 sBoo AUP (SC) ............. OLD US 264 - _ US 264 _ -----------------�— j _ ----- ------ !( I --- — — — — — — — ------------- 17 18 _ - _ - _ - _ TO SRILLE RD -- ----- — ---i---- T —----_—�------- ---- --- T ---- --- ---- --- YEATE�'.`,'.`,'.`,',`,' Q\1.`,'.`.',`.'.`,',',',','.','.',',',', TO S bR Ol 9 I/ FREE UNION — CHURCH ROAD d` O VENCOMPLETE PLANS DO NOT USE FOR R/W .ACOUBITION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepole0 For: DIVISION OF HIGHWAYS HYDRAULICS ENGINEER 50 25 0 50 100 ADT 2020 = 5720 ADT 2040 = 7800 K = 9 % LENGTH ROADWAY TIP PROJECT B-4414 = 0.159 mile 1000 Birch Ridge Dr., Raleigh NC, 27610 �'GS Tcs ExciNEERs �' PH ("" 733-8887 706 HILLSBOROUGH ST f SUITE 200 CORP. LICENSE NO.: ¢a®�� @r PLANS 50 25 0 50 100 D = 55 % T 7 o�D LENGTH STRUCTURES TIP PROJECT B-4414 0.030 mile — RALE7GH,NC 27603 P.E. SIGNATURE: ® Ty g TOTAL LENGTH TIP PROJECT B-4414 = 0.189 mile 2018 STANDARD SPECIFICATIONS V. MARCUS LOWERY, P.E. ROADWAY DESIGN ENGINEER �y /r �I PROFILE (HORIZONTAL) V 60 MPH = , o o ( TTST 3 /o + DUAL 4 /o ) �� ® ®� RIGHT OF WAY DATE: JULY 30, 2019 PROJECT ENGINEER LETTING DATE: APRIL 21, 2020 O V 10 5 0 10 20 FUNC CLASS— MINOR ARTERIAL DAVID STUTTS, P.E. P.E. 8�� NCDOT CONTACT PROFILE (VERTICAL) REGIONAL TIER DESIGN SIGNATURE. Buffer Zone (BZ) Impacts Area of Allowable Area of Mitigable Area of Allowable Impacts Impacts Impacts within BZl within BZl within BZ2 LEGEND i TBM'rl FROM -L- STA 23+20 TO 24+25 LT ROCK PLATING CLASS If RIP RAP (GRANITE) -L- STA 21+25 TO 23+85 LT BEGIN TIP PROTECT B-4414 -L- POC Sta.19 + 75.00 DETAIL A CHANNEL CHANGE ( Not to Scale) b Proposed —N�ug — ., —_ FiII5lope Min. D=1.5 Ft. L.°..1 Narurd N B =10 Ft. Ground b=5 Ft. PROP. SBG — Exist. Channel Fillabandoned aveom —L— STA 23+41.00 with Class II Ri'RaP TO 23+71.48 LT 0 JOHN TANKARD JONES EXISTING BRIDGE DIMENSIONS 114'X33' (THREE -SPAN), 90 DEG. SKEW PROPOSED BRIDGE DIMENSIONS 155'X43' (THREE -SPAN), 75 DEG. SKEW TOTAL PROJECT LENGTH - 1000' BUFFER IMPACTS OPROPOSED TOP OF BANK BRADLEY EDWARD NIXON SEE EROSION CONTROL PLANS FOR MATTING LOCATIONS SITE 1 CHANNEL CHANGE SEE DETAIL A EST 150 TONS CLASS II RIPRAP (GRANITE) 320 CY DDE yCOGT �TO sB ✓s e2 � B Al \ bj e \ \ WOODS � — T T — — 26 28=EST 7—L _=o-PV _ —w 40 �4 WOODS m;\ 0 PROP. $BG EXISTING TRANSPORTATION -L- STA 20+94.87 FACILffY BOUNDARY ITYPI WE =� - - TO 23+82.20 RT CLASS B RIPRAP 1 TON, 5 SY GEO WOODS CLASS B RIPRAP 1 TON, 5 SY GEO JOHN TANKARr, (DO NOT KEYINTHIS RIPRAP PAD BELOW EXISTING GROUND TO PROTECT WATERLINE) SITE 1 INSET (1" = 50') d< d< \1 d PROP. EXCAVATIONI / TO ELEV. 1' (TYP.) / EXISTING BRIDGE TO BE REMOVED DO NOT KEY -IN RIP RAP WITHIN 3' OF WATERLINE TO PROTECT WATERLINE. (SB) N PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWINGS B- F/W S RNJ SHEET NO. FOR B-4414 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BEAUFORT COUNTY 50 GRa 0 SCALE Too BRIDGE #060043 i -:: as._� BUFFER DRAWING SHEET 2 OF 4 TGS TGS ENGINEERS ENGINEERS 706 HILLSBOROUGH ST �� SUITE 200 RALE/GH. NC 27603 PH (919) 773-8887 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED END TIP PROJECT B-4414 T -L- POT Sta. 29 + 75.O0 —IXISTING TRANSPORTATION / FACI�LITY�BOUNDARY ITYP.I \re 1Ll� a 1 V UT 70 PU N60 -AV,- gIP S B RIPRAP \l;__-------- \ /CLASS 1 TON,S SY GEO PRVP. SBG d: :2 .h� - u / -L- STq 25+75.60 3: 3: 3: TO 2 94.86 BF 3: - _+ w000S LOS ROOKS HEIRS sZ 2 \ \eT --- 4 - - ——— —wL — U_3 EJ1_ Ea-- ELB T -- — —_ �_ — 'Y ' — --— .. .. — —— .. .. G 2' C� �-- __-__ G — — — — — — — — — — —i Fo-- — _------ T FAT-- - 6P48 585'E 4- 3GI -L- US 264 28'BST o F1BOW5(2a—F 7F--� —F'rL —_�__— _=— E%ISTI Riw F� ��F e [,iHE�j IRIS " l EJE J, 1 1 .. 1 1 `j' `j' j' j' j' j' �' 'Y - 1' 1' 1' 1' 1' j✓ mr PROP. SBG'' - - - - \----- N -L-STA 25+86.32 EIP - -- -- - N TL 26+41.99 RT - - WOODS I1 CLASS B RIPRAP WOODS 1 TON, 5 SY GEO 0 L2 ELyAOSSEY I DO NOT KEY -IN RIP RAP WITHIN 3' OF WATERLINE TO PROTECT WATERLINE. DO NOT DISTURB 12" PVC WATERLINE TO BE RETAINED FOR FULL LENGTH OF PROJECT. CONTRACTOR SHALL NOT PARK EQUIPMENT OVER TOP OF 12' PVC WATERLINE FOR AN EXTENDED PERIOD OF TIME ELVA K. f ASSEY _ELB_ - HMO FGF_ QI /- N T =ZX RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type CROSSING IMPACT BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 L 22+99 to 23+67 LT Roadway X 1085 0 1085 1 L 23+62 to 26+14 Roadway X 1077 805 1882 1 L 23+94 to 25+64 Bridge X 1302 80 1382 TOTALS*: 2379 885 3264 1 1085 0 1085 0 0 NOTES: 2018 Feb SITE I STATION NO. (FROM/TO WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 ZONE 2 (ft) (ft) 1 1 1 L 22+99 to 26+14 LT I Roadwav/Bridge 1 1556 1 808 1 ITOTAL: 1 1556 1 808 1 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 12/12/2019 BEAUFORT COUNTY B-4414 38358.1.2 SHEET 4 OF 4 Rev.Jan 2009