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Home My WebLink About20190585 Ver 1_B4593 Buffer Drawings_20190503C L 0 N E _ L- m a I, O�- N T- :r0 Ln- IPQ N m( See Sheet lA For Index of Sheets See Sheet 1B For Conventional Plon Sheet Symbols See Sheet IC- 1 l-or Survey Control Sheet I 21z 304 1209 0� 1002 d 1203 a hinchilla Driv AY ORi��R 55 1209 R1�EP gP� Bayboro 55 �3 tgnew It ' op. 82 � 1342 1333 1337 55 E 1324 133 1336 1337 1334 55 1336 1324 PROJECT AT—ritt B-4593 0 1335 1323 c 1322 oc 1316 55 aaa Gibbto n sp •:. 1335 a 1322 1315 Callisons Callison Roatl VICINITY MAP TO BAYBORO N O V V GRAPHIC SCALES DESIGN DATA ADT 2019 = 5576 50 25 0 50 100 ADT 2040 = 8600 K = 8 % PLANS D = 55 % 50 25 0 50 100 T = 9 % V = MPH 50 VDIT = 5 0 MPH PROFILE (HORIZONTAL) * TTST = 2% DUAL = 7% 10 5 0 10 20 FUNC CLASS = '- MAJOR COLLECTOR REGIONAL TIER PROFILE (VERTICAL) STATE OF NOR°J['1H[ CAff8c01L,dNA DIVdSION OF HIGHWAYS PAMLICO COUNTY LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE. BUFFER IMPACTS PERMIT PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES NCDOT CONTACT: DAVID STUTTS, PE Prepored In Me Office of: USUMNIT Voi e:(919)732- 8838-8661 Fax: (919) 732-6776 DESIGN AND ENGINEERING SERVICES—Summitde.net FIRM NoP-0339 2018 STANDARD SPECIFICATIONS BRANDON W. JOHNSON, PE RIGHT OF WAY DATE: PROJECT ENGINEER FAITH E. JAHNKE, PE NOVEMBER 1, 2018 LETTING DATE: PROJECT DESIGN ENGINEER MAY 21, 2019 ETATB —1 PRQ.— R8P8R8NC6 N0. SHEET HEETS SHEETS B-4593 STATE PRQI.NQ P.A.PR-NQ DBECRIPTIQN 38422.1.2 - PE 38422.2.1 - R/W, Utilities 38422.3.1 - CONST. BUFFER DRAWING SHEET 1 OF 5 Nc GRNP Lp�� a3 Np0 HYDRAULICS ENGINEER SEAL '1 ? 046226 ' P.E. N� m SIGNATURE: ROADWAY DESIGN a H CpRp ENGINEER °°e°QOFessis��r SEAL `: 046981 i P.E. SIGNATURE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4t11 PROJECT REFERENCE NO. I SHEET NO. TYPE -III tl' CL.UU -L - J l A. // 7'O C.UU SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP TYP\�l I BUFFER DRAWING SHEET 2 OF 5 ALLOWABLE IMPACTS ZONE 2 TYPE -III PI Sto //+9OJ4 \0 0 = 2'46'I7.6(LT) N�GNP?9 \ ® ALLOWABLE IMPACTS ZONE 1 D = 0' 43' 442' a3 L = 38021' NPO T = 190.14' R = 7460.00' SE = RC RO = 54' Q U) BEGIN A�PROACH SLAB \a m -L- STA' 1,5+97.83 L60' 55' 26.6' E (BKI \ -7 Sy -L PT Sto.13+8021 \ iI +Y63.00 -1.4 y- 'l '1 + .00 -L- Y 10 00 88.00 LYY' 8�00 LTy, 'J- JOHN L.McCOiTER. III \ i �- �� 11 �- _ �- �- �- �- -Y, 3.00*LT�LT I' �- -ex OB 353 PG 860 WOODED MB T p- TO —-q--a,N� \ — y, i . _ �, -Y, -Y, �- -� �- -� s �- , �- -. -. \' — 'L +25.00 -1- — \ 'l '1 `51 -Y' W00 ED'l' -9` \ WOODED 'y +y 's.. 'y.. 'T. EX.OLT ,\ \ 'l- PU.� y' T �- �- �- .. .. -e — —PUE '� � D y,�� 'y � �"y, � �Y' � �-Y- �'' EX — �%STING-X�W — — � —WLB 'Y-- 'l 'Y- 'L 'Y '/- � � — _ — _ — — — — _ — _ — _ Fs5 -" _ \ 'l \ � y, 'l F— _—__________----------Ess—_— — — — — -- —` F F F \e '1'F_—s� &_ eT.u—=�'— -FS - _ - - _ - - b V__ q0 _ _____ '° T---_w---T—_------TFo-__- __ - - - - - - -_-_- ---T — — T v — — — Fa--- —__ NC HWY 55 24'BST o 0 —TB 2GI M2GIL,�VZ N -L- _ _ _ — _ — — — — — i_ _ — — T F o — _ _ _ — 0 o O ,00 X I I N G / w T - .. .. WOODED Y — — — — T _ — — — — — — a — — — — — — `— + TLC .. VIOLET MOLLANO I . OB 352 PC 25 �i / -. -. . _ -. -. .. .. �-.. EX \r '1 O 'J- WOOD$9 '1- E F 'l 'l F 'l F 'l 'l 'b -E N I . _ .. 'L E — WOODED �- _. -. y y �, 6 RT ,y. �. \ WOBDED \� 31 wooBED Rr+ 11 _� - I-11 I ''JAMES BRINSON;�et ux JOHN L. McCOT TER, III _. ... \—1 DB 213 PG 649 OB 860 7 / MS 7 PG 78 BEGIN PROJECT TIP B-4593 / —L— STA//+00.00 m DETOUR BUFFER IMPACTS APPEAR GRAY ON THIS SHEET RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SEAL - SEAL i, 046981 '..c�`.tN B i 046226 c� ' �INE ,; '. 9'•. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR PROFILE.SEE SHEET 8 FOR ONS/TE DETOUR,SEE SHEET 6 JOHN L. MCCOT TER, BI OB 353 PG 860 BEGIN BRIDGE -L- STA /6+2200 0 PUE PUE Lo MCAR FARMS,LLC O DS 306 PG 447 W c W Lu 0 W 8 .w LT 'y 4 - - - \y 'L 40 EX RIND '1- O 07 F s _ - I _ - O -- ~� O — - 0- F040 F OW ODE a = y N Y E E a v, W LARRY MASSENG6. , e d 7 C 74 L MS 6 PG 53 J V H SEE SHEETS S-ITHRU S-42 FOR STRUCTURES PLANS PROJECT REFERENCE NO. I SHEET NO. P TEMP -LUt I - S/ A./5+.35.UU -LULJ - JJ AL 10r/JUU SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP z Z O BUFFER DRAWING SHEET 3 OF 5 ALLOWABLE IMPACTS ZONE 2 N�3Np ALLOWABLE IMPACTS ZONE 1 0 0 l\k Np �\ � Q 0 P BEGIN BRIDGE gP R -LDET- STA 15+35m 1 A -"3.00 -1. 10 00 T 'l I �'/ -Y- '�-88.00 LYE o m 800 L +84.0 L- y. y- i'- y- A(^ T'l Q - JOHN L. McCOTTER, m \ y / y y. y. / 3.00 LT DB 353 PG 860 _ _1 _ -� E83. WOODED TA il +zs.00 -L- - `-- so \ �- PU $UE E PUE .. .- lM-- .. y, WOODED \ P W00 ED y' � 'i �'- 'i' � EX RAN �" \ _ � p o - - - - \� /NC Ex ww $� PUE -y- �- �- 31 N ----------Fss-------------- -"---'�- '�'��' ��- / -Y. -Y 'y -Y- y- -Y- -_ / PDE FsS------------- - -wLe� �\ '�e�W--'y- � _ - _�---�-- —EL• --- — — — — — — — — — — —FS — — — — — — — — — _ _ o -----------Fsl---- ---- - ---- ------ - � _ � — o — — ! � � — — — — — — — — — — — —FSS - - _ _ — — --- -TV— — _ —61 — — — — — — — F — — — _ ---- — µ _ T 24' BST — — — — — — — — — — — — — — — .. -.7" TLC - - - - - --------- T �E-IWOODED --- - I' Ilk I'y y- no I E _ F 'y 'y -�^ � � �- wo'or�v y E � �- � WOODED 'l y- '+k4.00 -y. y- y. y- 31 � 6 RT y -y y- - - E WO9DED 'l 'l 'l -Y- 'l 'l 'l 'L 'l .. '/- .. .. -'L .. _ FF \'31 'l 'J- y- 'l '1- 'l - -'1 y- 'l '1- ^l- 'l 'l y- 'l �l 'l 'l 'b S * y 'l 'l WO '1- -Y '/- '1 y- 'Y 'l 'l- 31 � Ex wW , -- tE�G yWALL v w ��S DO y JONN L. McCOT TER, III I ��°^ ''JAMES 81: SON. et ux 4 OB 353 PG 860 MS 7 PG 78 _Win.- - DB 213 PG 649 BEGIN DETOUR CONSTRUCT/ON a PROPOSED SHEET -L- POC STA //+00,00= -LDET- PT Sto.I1+9929 \ PILE WALL -LDET- PC STA /0+00.00 S 6/' 39' /0.9' E IBKI \ 3 I -LDET - PC Sto.16+62 DETAIL 6-1 TOE PROTECTION / ry ° °i END GRI o� F� � -LDET- STA /6+751 S 09 10.60 Ground 5' 4.5' D( BEGIN I'mi pl<R^>,. -DET- STA /6 Ge e Typa of Liner=33 TONS tl it B Rip -Rap 67 5Y Geotextile -L- PROPOSED BUFFER IMPACTS APPEAR GRAY ON THIS SHEET -LDET - RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Ro(�N'�,, `¢.�N 1CA�16'•y'''y. o ESS ,. . ` SEAL `' _ SEAL 046226 ' �INE ........... loll DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR PROFILE, SEE SHEET 9 FOR -L- LINE,SEE SHEET 4 JOHN L. MCCO7 TER, 81 D8 353 PG 860 -LDET - PT Sto.17+8638 r PAMCAR FARMS, LLC O IDS 306 PG 447 9101 _ W --- Wof*0 TS F9 °aFy AMP 19 4 N O m PT Sto.15+a69t4 uj .00 - y' y, �' W ' 8 .QA y- , EX RNJ O PDE � ymr � � � � �- ----ass - O --- -EL- 77 - - O —TV— — -w------ Eb1P APE-I� -w- i wo o 'l 'y Y A � E � V - I W LARRY MASSENGL ,e d 74 7 MB6PG53 II\ J 1 fyF �0 T92� PI Sto 10+99.74 PI Sto /4+34.46 PI Sto 17+2458 A = 6'/02I.0'(RT) A = 8'24'09e(LT) A = 3'51'003'fLTt D = 3' 0650.0' D = 3' 06' 50.0' D = 3' 0650.0' L = 19929' L = 269.85' L = 123.64' T = 99.74' T = 135.16' T = 61.84' R = 1,840.07 R = 1,840.07 R = 1,840DO' SE = 04 SE = 04 SE = 04 RO = 96' RO = 96' RO = 96' 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 (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) 1 15+37 -L- LT to 18+09 -L- LT Proposed Bridge X 425 373 798 1 16+09 -L- RT to 18+12 -L- RT Detour Bridge X 1371 880 2251 1 1 1 1 TOTALS*: 1796 1 1253 1 3049 0 1 0 1 0 1 0 10 NOTES: Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 ZONE 2 SITE NO. STATION (FROM/TO) (ft) (ft) 1 15+37 to 18+09 -L- LT 22 73 1 1 1 16+09 to 18+12 -L- RT 1 1 597 1 389 1 (TOTAL: 1 619 1 462 1 1Revised 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 3/25/2019 PAMLICO COUNTY B-4593 BRIDGE REPLACEMENT ON NC HWY 55 BYPASS OVER TRENT CREEK SHEET 5 OF 5 Rev.Jan 2009