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HomeMy WebLinkAbout20180991 Ver 1_950132_BUFFER_PERMIT_20180627_20180717 (2)i �i�w \ =v� � a- V\ � � O N V • � � V � � O V See Sheet 9-A For Index of Sheets 5�'sF��'1� ��I�° �i ���� II---1� (�'s'� I ' c�Iel�� � �^� 1T���'��lI!���,� �1T�' lI�1I�lI����'1y� WA Y1�E CO U1�TY S E P I Te299 -]89 �9605 E N G I N E E R I N G fl Fax'915-]B9�9591 CONSTRULiiON LicenseC-219] BUFFER DRAWING SHEET 1 OF 5 LOCATION: BRIDGE 11t0. 950132 OVER EDWARDS BRANCH 01V SR 1127 (HERRING ROAD). TYPE OF WORK GRADING, DRAINAGE, PAVI11lG A1VD CULVERT. BUFFER IMPACTS PERMIT BEGIN PROJECT l7BP.4RJ7 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 20 10 0 20 40 PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 S DESIGN DATA ADT 2016 = 1400 T = b % * V = 55 MPH * TTST = 3% DUAL 3°/a FUNC CLASS = RURAL LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT = 0.036 MI LENGTH STRUCTURE PROJECT = 0.004 MI TOTAL LENGTH OF PROJECT = 0.040 MI NCDOT CONTACT: -viRr.win nnnpkv MANAGER, PRIORITY PROJECTS UNIT P�epared in tle 0((lce of: VAUGHN f� MELTON 1318-F PATTON AVE. ASHEVILLE NC, 28806 FOR THE NORTH CAROLINA ONISION OF HIGMNAYS 2012 STANDARD SPECIFIG9TIONS RIGHT OF WAY DATE: �oHN LANSFORD, PE PROJECT ENGINEER NOVEMBER 75 2016 LETTING DATE: KEI7H BRIDGERS NOVEMBER 15. 2016 f'ROJECT DESIGN ENGINEER BT�'IS BTATB VRW6C1' REPBRBNCB NQ T�ecic \ e�o JLO �❑ e�la�o�0 � SI'AT8 P0.0l.N0. F.A.PROI.NQ OEBC0.1PIfON SUBMITTAL 1-009R2 RIGHT OF WAY PLAN RESUBMITTAL 2 JUNE 18.20/8 � _ NAD 83/2007 ❑ Boone,NC 828�355�9933 ❑ Trt-Cltfes. TN 423�467�8401 ❑ Knoxville. TN Vaugl�w & Melfon 865 546 5800 Consulting Engineers � Spartanburg,SC 864�574�4775 Asheville, ❑ Choriesron,SC ■ North Corolina 843•974 5650 828�253�2796 ❑ Midtliesboro.Kv ❑ Roleigh,NC ❑ Charlo+te.NC 606�298�6600 919�977�9455 704�357�0488 ❑ Atlonto,GA 770�627�3509 � LopYriqht O 2006 Vaughn & Melton, Inc. AlI RlghtS Reserved HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. INC�MFLETE PLr1NS DO VOT l'SE FOR R! W A('OUIgITIOv �eNrwereeneree�ee-ra uMreueet�x smraa��a�ru�o N Z � N 1 ;' f 1� I)� '' f�l � -� I,_� � F- ��I' l_ �>,Q�-'�I�_ �;I._,,Q�E COAX CATV FROM NORTH ENDS'- AT PEDESTAL ������� ALLOWABLE IMPACTS ZONE 2 ������ ALLOWABLE IMPACTS ZONE 1 C L' I I' R�1�AP � MARY ANN HERRING QR�OPOSED ���, DETAIL 1 ,% RIP RAP AT EMBAN ENT i ( Nofi ?o Scale) 10'min.-� Ditch 1.0'min. �� ��� _ 2� Grade � +t �_, �� � GEOTEXTILE Type of Liner= 10 TONS, L'll Rip-Rap Ge textile= 25s FROM STA. 12 + 10 TO STA. 12 + 17 —L— LT O ESTEN L. HERRING. JR. S E P I �o25 Wade Avenue BUFFER DRAWING Ra�e�9�, N�Z�sos Tel'.919-i89-9977 SHEET 2 OF 5 ENGINEERING 8 Fax919-789-9591 C 0 N 5 T R U C T I 0 N License: C-2t97 CI 'll' RIP RAP AT BENCH �� a BZ 2 -----_ DAV�D H. OVERMAN. et ux O SPECIAL 3-FT BASE GRASSED SWALE PROIECT REFERENCE NO. SHEEf NO. l7BP.4.RJ7 4 RNJ SHEET NO. OADWAV DESIGN HYDR4UUCS ENGINEER ENGINEER 1[NC�1�1�]Li; 'IE 1P]L�N� DO rOT LSG FOR !W ACOUISITiOr DOCUMENT NOT CONSIDERED FINAL UNLESS A�L SIGNATURES COMPLETED _ _ �� i:�. i veHiv�,� ��v �c� � AT'hT RETPiI�I ��) -FT� . i - � 0 � _ � a_ � ri— CAT ��AIf�J (��) �o _--- QJ�, , - -�-,,�- � ��',� r'� � `� �'- NEW �T&T -� � /` BUFjIED C,A'BLES; BOR�ED UN��R CR�EK, MINIMUM 5' DEPTH BELOW CREEK 'l8 \\ � � DETAIL 2 SPECIAL CUT BASE GRASSED SWALE ( Not to Scale) Natural 1 ot Front Ground 3. � 3�• �e< Ditch � D �\a� Slope � Min. D =1.0 Ft. B = 3.0 Ft. FROM STA 12 + 17 TO STA. 14 + 00 —L— LT � N 0 � 1' �////// . / ������ SITE 1 CLEVELAND E. JONES.\� F � OTe� ■ � ■ ■ ■ - ■ ■ � � ■ - - ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 ��\ CL 'II' RIP RAP \ BZ � LOODPLAIN � �� �""�� �� � B,ENCH � �� d \ _ ,� ---- \ rhE ��srini ar��T �R� �� PUE � P4,��� �� �UE � Ari � c,�n� ouT ��� irF WIN� WAl_L AN[� I� A � Rar ,�Fr �I��e� e��� 12" WL�R�� ri�� Ea;� �iuE o= 1� F�i���� CL II RII IN A 3" FI�� � i" �� � _ _ � F � wi � - N v, - - , � - _ — - - �q — i _: T FU AT�. I RETaIf�: _� -o A T�fi�f3AN6trl�t �� � � �/ � p ' A�Ty< I P� I AI"J i_'? c = �� ��.� - � I� �� - — � r U T� C� - _ � ATF. '. AE�PJD01`J (J APFRnx �� r� r�l I �,NL O it_SUT�-1�1-�N .�.", i i r �Ni�� i 'I` ,. .. � _iw—F -� � Q TEL L �'�i~, A� _ TV FO REN"�If�! F• _ L � � PUE �'"� ��UE `�� �V�� ��' PUE COAX CATV FRQM �_ _ NORTH ENDS�- - AT PECESTAL PRC MARY ANN HERRING �, PUE — — P � v � �OSED 2@10'x7' �; � �� � �� �–IN–PLACE RCBC i CL 'll' RI��t�AP � ER"OPOSED P�,� D ETAI L 1 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min.� E Ditch �' � 1.0'min_ � ��,, 2� Grade � �u�:_� � �� GEOTEXTI LE Type of Liner= 10 TONS,CL 'll Rip-Rap Geotextile= 25sy - CL 'll' RIP RAP AT EMBANKMENT SEE DETAIL 1 �� �� � �- -� � �, - PUE �, �� A� fI - I I Iay �';%RE�'AIN �` -�—� — �— — — �--. � _ ,—' � � 11 SITE 2 O ESTEN L. HERRING. JR. S E P I Tel 919- 89 99fi�5 E N G I N E E R I N G & Fax:919-789-959� C 0 N S T R U C T I 0 N License: C-2197 BUFFER DRAWING SHEET 3 OF 5 DAVID H. OVERMAN. et ux .V SPECIAL 3-FT BASE GRASSED SWALE SEE DETAIL 2 _ � „ -�-r� PROJECT REFERENCE NO. SHEET NO. l7BP.4.RJ7 4 ILW SHEEf NO. OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ������'���.� � ��.�N� DO NOT I�SE FOR 1 R' ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � �g3 ^� J � O � + � — PUE PUE -- PUE � p � � � rn � �/ F �CTi�°1�� i Q �__ — �-- -- -� � r��— -- — � � W -- �n����� ��, ,;,�. i � —'A a.PPRnY LO�. � �� I� WL �� ��� WV I�] _ _ M � AT�T ABAhJDUPd "-' AT&T RETAII`J O � ',kl;ti'G h� iq�� M c+^) - O O � �- AT&T AE�NDON (2) � qT;��<T RtTAIN (2i Tr.n�= � �� � HH �.. .�� 7-� - FLOODPLAII BENCH ��? ; _ BZ 2 _� ,� � � � ,, K�� �, � '�r T�/ 4:'�— I�,QT Kt�iylti�iPv ��) �_ _-- — �.���� � J r=—_�-�-- Q �� PUE ����'—T—PII�� � � �� � , � � ,� D ETAI L 2 SPECIAL CUT BASE GRASSED SWALE ( Not to Scale) Natural , ot Front Ground ,;. 3'• �et Ditch � D F\o� Slope � Min. D=1.0 Ft. B = 3.0 Ft. FROM STA. 12 + 17 TO STA. 14 + 00 -L- LT _ �� �� �__ _ , • , I • , • 0 .�., � �. �� , � � a --�- . . �., � � I � N � , � , � • � V . d.. � ► 1 � , ' � e � �� � � I � ' � P oi 0000ui000� �iiii� . , i�i�rii�'.. 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I . . • / . o ; � � . . � �������� � . i� � • o �� , I �.► � � 1, I . ��� � � . � _ �� � - � �: � � , � Bee - � • � •• -��� ' �.��,r.�� �rr���- � - -- - RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) SITE 1 2@ 10'X7' RCBC 11+13 -L- LT TO X 2419.6 1846.3 4265.8 12+74 -L- LT **" SEE BELOW *"" SITE 2 2@ 10'X7' RCBC 11+38 -L- RT TO X 2931.4 1430.6 4362.0 13+62 -L- RT **" SEE BELOW *"" TOTAL: 5350.9 3276.9 8627.8 NOTE: EXISTING BRIDGE IS BEING REPLACED WITH AN 2@ 10'X 7' RCBC TO BE CAST IN PLACE. SITE 1: CLASS 'll' RIP RAP EMBANKMENT STABLIZATION AND PROPOSED GRASSED SWALE IN BUFFER ZONES. SITE 2: CLASS 'll' RIP RAP EMBANKMENT STABLIZATION WITH TEMPORARY VEGETATION REMOVAL.