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Home My WebLink About20191401 Ver 1_B-4931 Buffer Drawings_20191014See Sheet I -A For Index of Sheets See Sheet 1-8 For ConventlonGISymbols Cros�dz 134 1357 1603 , - PROJECT 258 SITE / F1200 1604 1301 • 1361 12 130 1601 _ 129 1200 1296 136-9 4z 42 43 112 43 124 258 1613 O 1612 VICINITY MAP (NTS) �--�� DETOUR ROUTE t\ STATE OF NORTH CAROLIINA PERMIT DRAWING IIDIVdSION OF HIGHWAYS SHEET 1 OF 4 EDGyr',COMBE COUNTY LOCATION. REPLACE BRIDGE NO.22. OVER TOWN CREEK ON US 258 TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE BUFFER IMPACTS STA'PE FERRNCB NQ RReT BN. C] B-4931 I STATE PROl.N0. .A.PROl. NO. OL+9CRIPT[ON 40134.1.1 P.E. 40134.2.1 RW & UTIL 40134.3.1 CONST. BEGIN TIP PROJECT B-493/� SITE 1 END TIP PROJECT B-493/ / -L - STA. 12 f 45.00 SITE I I �y N / -L - ST A. 2/ f 5I.00 US 258 US 258 _ TO SR 1604 TO NC 42/NC43 BEGIN BRIDGE —L— STA.16+14.0®/— \ END BRIDGE BROWN FARM RD. —L— STA.17+84.0®/— �l l � - ls rJ I I SITE 1 \ SITE 1 /IS TOW 7 / THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. 01 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT REFERENCE NO. I SHEET NO. 9 FRANCIS L. & DOROTHY P. EAGLES REVOCABLE TRUST DB 1639 PG 152 I% BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACT$ IMPACTS IMPACTS IMPACTS IMPACTS SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD) SITE 1 246 SF 0 SF 606 SF 541 SF RIPRAP PAD AT OUTLET EST 1 TONS CIL 'B' ^ EST 5 Sy GTE SITE I PERMIT DRAWING SHEET 2 OF 4 . 0 n tll /y O N� BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS IMPACTS IMPACTS SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD) SITE 1 2191 SF 1421 SF 0 SF 236 SF SITE 1 eti ti 'II' RIPRAP ELEV=44.0' o o Q GUY DE F 15" W2 ELBOWS z ----�------�-- ----— \�= +08 F— � / �- - - - - - _ 19L—W/2 ELBOWS - � / 0 1 US 258 15' W/21 ELBOWS /—t T_ ---- 3 w / SPECIAL- CUT, ` x BL-101 1--SEE-DETAIL _. .. _ a EIP I I — _ P \ FIP 4 I) 1 E F EC 3 C PD E E E` Pw \ CL W RIPRAP., osT I Im \ I V I TO ELEV=44.0'- ^. � lal I l o \ \ DONALD R. BRADY, ET. AL. I DB 1201PG 416 I LL EDCECOMBE COUNTY d • i \� 1 I DB 1286 PG 534 P \ DB 15 PC 652. � mMB 15 PG 28 SITE I EDGECOMBE COUNTY - DO 107T PG 364 PLAT CABINET 2 SLIDE 148E +00 — — • 2 ELBOWS rm F TDE - � a P�F 1 I PD ANN DB 94-E PG PC 482 OUTLET 'B' - �� SITE 1_ JS— ._ CENTERLINE OF TOWN DETAIL A SPECIAL CUT DITCH I N.t I. Scale) D� D 11 D.p Natural � 3'� Slope I Ground �7o D F\ Min. D= 0.7 Ft. I FROM -L- STA. 14+00 TO STA. 15+00 RT A I P�0 ?� 5• 32S "E Op v1 28.62' S 9 . I 6 9� 6 2B- �0 Ng2 S9 Bq 7�"N, ti tiy� SBF I �a I � 6-33'ID' e EIP 8 09— N ap5 y^yo 27.00 N 31°31'47•E 53.pg BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS IMPACT$ IMPACTS SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD) SITE 1 852 SF 6 SF 34 SF 394 SF N l'lt 2 L 490.�5' RMI SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPL1EW E PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ROBERT tAtL WOOTEN,ET.AL. OB 1122 PC 50 PLAT CABINET 2 SLIDE 129A TIMOTHY D.BURDETTE �,a'�`.° DB IA53 PG 1026 It Y; I PLAT CABINET 2 SLIDE 129A m � 'kl Jy 'TIMOTHY D. BURDE DB 1453 PG 1026 T_ CONC -- F --J= 24'PAVED ROADWAY ---- W �— rclln US 258 o _ -- --T-- x — T-- -T— — — —T T— .. F _. _. _. .. C C HW II- \OL-1W ExlsTwc Raw cu Lz � Bz 7 � 36" C NC WW E 36' CONC WW .sz1 \15 Nz7°ss'ze°e JS�\ 104.72' T8 TB�CC oo oo � N � JS IS PROPERTY LINE - � BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS IMPACTS IMPACTS SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD) SITE 1 1841 $F 1054 SF 0 SF 86 SF IMPACTS LEGEND ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 FOR —L— PROFILE SEE SHEET 5 PROJECT REFERENCE NO. SHEET NO. D � B 4931 PRM-3 RMw 3 R^N SHEET NO. 4 CC A Sbbb �� 4 W0 2 �V H E ET T ROADWAY ENGIN ERSIGN HYDRAULICS /� � BNC®M1�L1E ]E iDL.�N3 cz �46 a 45 a e. V O c� C N 4 a DOCUMENT NOT CONSIDERED FINAL m �� y� / �C UNLESS ALL SIGNATURES COMPLETED h a N q v O tin R3 ah A a� '1, O � e 6 � 4:> < a� �� ,BEW BR11 W OT5 T AL. � 10 AID cn 0 Q 41 O 4S 3�' 38 39 1` 37 ly / N I•I E A !� `J` � 6 Z 3 TE 1 m r SITE ® a �� OTHY D. BURDET 453 PC 1026 ' PLAT CABINS SLIDE 129A m n a'IRA'\- T 'lE RIP P 4 E a� W m NCIS L. & am \ DOROTHY P. EAG ES ) a i0 ELEV= .0' gIPRAP PAS AT OU ET _ REVOCABLE TR T N EST KTONS�Ly��,g - �- DB 1639 PC IS �BTT�S 5Y `faT `ems lar y�� _- -^K?1M,(OTHY RD _ K�`~ 7,? 7_ 14 T E 19A 4 M� Rlw w F� b� �DE F� e 4 .,l PDE _ o, GUY 4 4, 15 ,W/1 E BOWS m ��'� I `b I � a w 4 - - - - Ob -L - 24' PAVED 48 15" ("/1/ OWS II1D —4-7_ T _ 47 - PECIAL CUT \ / — 4 — — — U a 4 .o0 5„ W F 3 0� DETAIL 'Elp F � F o I� ` �, z ELBOWS xls 30— tie t M � Ma + 5 E E C PDE w E ml & \ �, W cL 'n' PD \PDE �' osih \ UI TO ELE A9 -E EI N L R. BRAD , ET. AL. d EDGEC MBE CO NTY D 1201PG DBti 86 PG 5 4 35 RIPRAP PAD AT OUTL EST 5 SOYNGT L BG toll `I H D ID 0. EASOM--Ts _ DO 1636 PG m MD 15P _ of \ \ \ \ / EDGECOMBE COUNTY � \ \ / "D � ml DO IOTT PG 364 Ef PLAT CABINET 2 SLI 148E k 4m 3 i0I &s 0 0 � M Q +' m n I Grouts 3'1 \ C 0 W w 9y 9 FROM, T 1 b w � � 5 ;s `o p I 24 F v m d-33.10' 6N EIP 81.50, 53.0$ BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS IMPACT$ IMPACTS SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD) SITE 1 852 SF 6 SF 34 SF 394 SF BUFFER BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACTS IMPACT$ IMPACTS IMPACTS IMPACTS SITE (BRI)GE) (BRIDGE) (ROAD) (ROAD) SITE 1 2191 SF 1421 SF 0 SF 236 SF BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS IMPACTS IMPACTS SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD) SITE 1 1841 SF 1054 SF 0 SF 86 SF SB IS � ��j5 � 109,7 29• E ��JS�� 55, v IMPACTS LEGEND ALLOWABLE IMPACTS ZONE 1 e FOR -L- 1 ALLOWABLE IMPACTS ZONE 2 8£ BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTSIMPACTS IMPACTS SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD) SITE 1 246 SF 0 SF 606 SF 541 SF 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) (ft) (ft) (ft) 1 STA 16+14 TO 170' BRIDGE X 246.0 0.0 246.0 STA 16+27 LT 1 STA 15+69 TO ROAD CROSSING X 606.0 541.0 1147.0 STA 16+14 LT 1 STA 16+14TO 170'BRIDGE X 852.0 6.0 858.0 STA 16+47 RT 1 STA 15+88 TO ROAD CROSSING X 34.0 394.0 428.0 STA 16+14 RT 1 STA 17+06 TO 170' BRIDGE X 1848.0 1054.0 2902.0 STA 17+84 RT 1 STA 17+84TO ROAD CROSSING X 0.0 86.0 86.0 STA 18+05 RT 1 STA 17+06 TO 170' BRIDGE X 2191.0 1421.0 3612.0 STA 17+84 LT 1 STA 17+84 LT ROAD CROSSING X 0 236 236.0 STA 18+01 LT TOTALS: 5777 3738 1 9515 0 0 0 0 0 NOTES: 2018 Feb