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HomeMy WebLinkAbout20170852 Ver 1_020244_Final_Permit_Drawings_20170710t � . ���� . �� , , N � - . � �.� � " � � r . � � . / �� ` � S,6 W �� ' � � � ._� � � � 1� �� _ ���' � S L � Laurel Glen Church Rd �Q, r Rd � =�� � �D�� Fox Ridge � � � 9� � � � � � � � . �� • s ,° �.� � �' �� - f '� 0 1 i � �, ��.-� r.�! � �. a; Sbor d, i � n 1� ;� � ne Call R y, c, T ' `T .�c ,- � �J�O� : � � - � � d� ! , QJ � � � � y Qea�e � � ����. o,_ _ a� �, ,.:, ,,,� � � - �� � � ��, .1' N �' � _ •.a°iI „ � �J' �� /�. a 3 �- : --.�.,,,,�, o S,� � �o �• �F� , I 3 . L ..� � '�`j�,9 � �� A � � � S/� , / �' � > > �, � e � �� o- .�l� p\d 21 ` CiS �N `S'.p r `'� '�`� �� � � '`•� ` o' �v'� T ��� � ''� � � a � ,� � Macedonia Rd� � � �� � � s' ��. 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WILKES _�.° �` n_ I r .� � � ' � 1. ���-����rc €�'i ��A���j�� --1� `�� �� � r BRIDGE 244 j � � � , �'" /� , � . ,-s'` --- � �9 i i .... �f � �. �g�� �'9„�;�u,,�,� ,-UC:� G � ` � �r �ALLEGHANY COUNTY i.,�i,s -��_a� �;-,�� �s..,zz,, "'��:�,.� -�rre;w:��� , ��„ ����o � '� f� '7'+�, NORTH CAROLINA SHEET 1 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) -L- 13+50 RT Riprap on Bank for Stabilization < 0.01 < 0.01 8 20 -L- 13+83 Remove Existing Interior Bent < 0.01 27 TOTALS"': < 0.01 < 0.01 8 47 0 `Rounded totals are sum of actual impacts NOTES: ,' SCALE 1"=30' TEMPORARY SURFACE WAT E R IMPACTS �g� PERMANENT SURFACE —L— �'( WAT E R —L — PT Stoe l3 +34e40 IMPACTS CLASS II RIP PLACE TEMPORARY TO EL.2580.5 ( SURFACE GRAY STOKER WATER WB 12-E-123 R IMPACTS Dg 98 PG 236 ,�, —L — PCC Stao l2 +58069 —�' � � F ,--- o - 2 �� ,- F � �� , �- -�'`--s . , . \ 0 ," � �, � ,��,,2 � o� 80� G� /- ",,,, F I BEGIN PROJECT 020244 5"" —L — Ae / + a00 CSP W�1 ELBOWS —L — PC Stae ll +33e8/ � /` / N 27° 58' 1608" E —L — PT Stao l0 +59040 2,600 2,590 2,580 2,570 /� �;�� �� NORTH CAROLINA ��; '� I B-10 PG 336 D B 3 2 0 P G I 4 4 5 ��; BEGIN CONST RUCT lON P B I 0 P G 6 3 �. —Y — Aa // +2 00 , `� SPECIAL LAT. 'V' DITCH � SEE DETAIL D � w �� SHDBRO�Ng PG B58 K � `� DB 184 PG 871 �, o,�°�� 0 � EX sT E �P„��,,� � z � ,,,, —R� .. � t l4 flSo�2 �� .�� �- g�- I�, REMOVE EX. % ' ,� � ��� 15" PI PE � \ � m I N 39°34098' E �v�� r • � . ..... . • . , . ------� ����� 1 J � LATERAL 'V' DITCH �� t �P' SEE DETAIL A '`� c� 2 TONS CL. B RIPRAP � ,� W�I SY GEOTEXTILE F � � �� , / % � � e : ;. . `� � �� . : �Il�; : - !, , • , 1 �� • '• " `.� �►,' z ► 20' R ��� � - ��+1� • •.—� I/- - - • • � •'��i'�,�� , • � -�'°— ;.,i � _ � - - . � . � :�: . � . ::; . �:: C• � ���_- /! :I Q�� w +8/e5�F�T� - 1 TON CL. RIPRAP W/5 SY OTEXTI LE � �� Q END PROJECT 020244 — — o/ + o —� — srAe i4 +68e28 = —Y — STAo l2 +26J0 Q BANK STABILIZATION GRAY STOKER SEE DETAIL C WB 12-E-123 STANDARD 'V' DITCH DB 98 PG 236 SEE DETAIL B � — _ _. — _, � BEGIN GRADE ' � — ��' � ��'��� . . . . .. �o.... —L — ST Ae l2 +25v00 EL = 29587 20' EL VC 2,5 g�v00' EL = 29586°OS VC 70 K= 29 K= 4/ V= 25 MPH V = 35 MPH � I 13+62.5 14+ 6.9 �� L.P. � I 11+28e5 ' _ ( +�Oe8000% (-10e9226% ( +)201678 _______________________1___________________________ __________________ _-_---_-__ ______ _______ - �+� 6a57'�,��`���� �c+� BRIDGE HYDRAULIC DAT A � o o— Y R SiR *020244 Sta. l3 +74.5 —L — I� 5 8 0 e 6 9' I I � DESIGN FREQUENCY = 25 YRS � DESIGN DISCHARGE _ 1800 CFS I I , DESIGN HW ELEVATION = 2579.5 FT . �---1---► I r����' l00 YEAR DISCHARGE = 2500 CFS �-���23%%---------- --- � � , � ' � � sOpoo� � ` l00 YEAR FREQUENCY = l00 YRS BEGIN LAT e V DlT CH � N W S � l00 YEAR HW ELEV AT lON = 2580.69 FT �2 5 7 2 e 5� � OVERTOPPING FRE�UENCY = 500+ rRs —L — ST Ad /2 f7J� RT �� � OVERTOPPING DISCHARGE = 6500 cFs ELEVo 25T7o10 �`=—..�'' BEGIN SPECd LATeV DITCH OVERTOPPING ELEVATION = 2585.8 FT —— e NORMAL WATER SURFACE ELEV = 2572.5 FT E�EVe 2583a6Q DATE OF SURVEY = 4/l3/20/6 END LAT o I/ �lT Cl l l i _ BEGIN ST Do V DlT CH _ � . —�� � � Pl =—L — ST Ao /3 +27 RT END ST Do V DlT CH ELEVa 25760/0 j�� -L - STAo l3 +49 RT : P� _—L — ST Ad l5 f25 L — � � � � � � �� ELEVo 2575000 ELEVo 2586000 CO � TEMPORARY SURFACE G WATER IMPACTS � SPECIAL LAT. 'V' DITC SEE DETAIL D � .. m � SCALE 1"=30' —� — Pr stoo l6 fl2oo8 S 49° 20' OOo4" E �� END GRADE . '_ = 29586e98 � p— _ _-_1. _____-- __— �-- � ,�� /END SPECo LATo V DlT -L — ST Ad l5 f50 LT ELEVe 2586e90 !� 11+00 12+00 13+00 14+00 15+00 16+00 PROJECT REFERENCE NO. SHEET NO. 020244 RDY —1 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI1�G SHEET 3 OF 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 30 0 30 60 PLANS 30 0 30 60 PROFILE (HORIZONTAL) 6 0 6 12 PROFILE (VERTICAL) ALLEGHANY #244 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER END�GRADE _ _ _. - —Y - ST Aa l2 +15089 = _ —L — ST Ae l4 +66e34 EOP �� - EL = 2586d7/ ,�� � BEGIN GRADE _ -Y — srAe ll +25°00 — � - EL 25860 2 L.P. —� 14+76e9 oQ� �,�� ��� 9 � �� o o v � —)Oe4047/ l +)Oe3000/ •-••-.._.._.._.._.._.._.._.._.._.._.._..�'� 2.6/ — --- �- . . ..�5� ._. _. _ �-�. -��-.._.._.._.._.._.:_. _ BEGIN SPECe LAT e V DlT CH I -Y— srAe ��+i5 �r � ELEVe 2586°08 � ` END SPECo LATo V DITCH — — -f- Y ST Ao l2 /0 LT ELEVo 2583060 ' PLA11lS PREPARED BY : 11 + 00 RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 12 + 00 2,600 2,590 2,580 2,570 ,' —L — 2,600 2,590 2,580 2,570 �, h TEMPORARY SURFACE WAT E R IMPACTS �g� NORTH CARO INA ��; '�' �B IO;� PG 336 � D B 3 2 Q P G I 4 5 ��� BEGIN CONS�RUCT ION� PB, �0%PG 6 �, —Y— S Aall�2 °00 � � ��� � `�c����l� SPECIAL LAT. 'V' DITCH a� � � � 1 SEE DETAIL D ti � � b � � �� SHARQN Wo ECK � j ,� � /�, DB I/0 9 PG 58 m ,� � �a� � � IIIIN DB �84 PG 87I U:, �_.� ,� � � � � �� � � EX ST � � `� �� PERMANENT � z , -R1,1�E � ^�`° �l` S U R FAC E —L — PC St l4 f13o22 �; �02 e , C \ � i \1 WATE R —L — PT Stoe l3 +34e40 RE�MOVE EX. ;;� 'I � IMPACTS � II RIP PLA E 15 PIPE ��` � i ,, C SS C TO EL. 2580.5 ( m ~ N 39°57�4q° E' �� ��„'' TEMPORARY 34�98' , , , P—I�, � ' PROJECT REFERENCE NO. 020244 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. RDY —1 HYDRAULICS ENGINEER PERMIT DRA WI1�G SHEET 4 OF 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 30 0 30 60 , . - � . � . , . . , '�'����'�� . . . _ -s . _ � � . . �r,��r11r/�� . � , � . ` . . , . � � ,ti,� ti . . , _ � : : ' • 1:��:::~i�%� ••�� .=,,.;:., ► �� ��'��`��ii■ � � � . � ,...._ �,i,i . ,.;...,.�. , . .�,: . � . . , -� ii�' • • .�,. � ��1 �..��!�! I . • . � �- I�� . . . , . �� , i • — `�'� � ,-� i � i�� , �� - _ -�' �" O �... `��� ���� � � . �/ • �'"� • � . �, - � � �� . � �� :��-� � � ,1 BEGIN PROJECT 020244 —L — Ae / + a00 �� CSP V�/� �� ,� ,�� � ELBOWS —L — PC Stae ll +33e8/ � �� � � ,i� � �/ ��,� .� N 27° 58' 1608" E--� (� �;�' �\ � Stao 10�+59040 ��!� • . , I►;•1��� � � � �i� � � '� ' ����� � � � � � I�� ���e�������w���M����+��� � ��� � � � � � � � .�� �I'°. i��.i�l i�, I � ' '`�� �e��� ��- � . �►,�� � ,.��,1►/ '� ` � I.�.�!�. ' � .�j� �\ • , ;> �11�1', _�'���;Iv�:�����.__ .. �\�I%�Ea �' ' . . � �� . 1 • �� ��� �� . • i:u� �� � •o , � ; �� ��y �, ��� , /�� r LATERAL 'V' DITCH �m � �� � SEE DETAIL A '`� � / t�; 2 TONS CL. B RIPRAP ��� W�I SY GEOTEXTILE �� , <r, ; � � :, ,� � ' �� � if BEGIN GRADE -� - srAe l2 +25voo EL = 29586°OS Ir L . P . ���—. ��+ZseS �� � � ��� E D E'TQI L D�`��. �� � ` `, ` ��, ��,,. � � �� �� PROFILE (VERTICAL) � R�U _TL-2 � _ � \ o�, � � �, - . SCALE , _, � : � � . � � , � �.l -- _n . \ 5,�� 1" = 30' ALLEGHANY #244 ---- � \\ _ _ � �vi _ � � � F� \��� � \ 15" ��''�---�. --- � �� ELBOWS � ' 6, - r, � w + ��,�-- �� � � � % —L — PT � Stao l6 f �2q08 \ x� 1 TON CL. R PR� \� `�� ��� ��� �S ,, 49° 20' OOo4" E W/5 SY OTEXTI LE ����,�, ���� ���y � � �-; , , �`,, � � � ; ; v ��� �� � � ;\ � Q � o.� � � � � N �, � DENOTES IMPACTS IN � ' J 6� � �� ��,,, � � Q �� '��� � � SURFACE WATER END PROJECT 020244 � � , — — � / f � �� �� � DENOTES TEMPORARY —L— S%Ae14+68e28 = �� ��'��,�� ��� IMPACTS IN SURFACE WATER � —Y — STAo l2 +26J0 c �- � � Q BANK STABILIZATION GRAY STOKER � �= , SEE DETAIL C pg gg PG 236 ������ \ STANDARD V DITCH SEE DETAIL B , � ��� � _ ( +�Oe8000% � —10e9226% ( +)201678 - _______________________1___________________________ __________________ _-_---_-__ ______ _______ ,, _.._. � `�� 6g57►.. . ���1��+�. ..,.�-• � BRIDGE HYDRAULIC DAT A STR *020244 Sta. l3 +74.5 -L - DESIGN FREQUENCY = 25 YRS DESIGN DISCHARGE _ 1800 CFS DESIGN HW ELEVATION = 2579.5 FT l00 YEAR DISCHARGE = 2500 CFS l00 YEAR FREQUENCY = l00 YRS l00 YEAR HW ELEVATION = 2580.69 FT OVERTOPPING FRE�UENCY = 500+ YRS OVERTOPPING DISCHARGE = 6500 CFS OVERTOPPING ELEVATION = 2585.8 FT NORMAL WATER SURFACE ELEV = 2572.5 FT DATE OF SURVEY = 4/l3/20/6 11 + 00 100—YR � I�580e69'I i � � �--„- I - I ,, 1 I �. .._ � --�_�� - - -► ri 923%%---------- --- �,�S�Doo/ ' I ; BEGIN LAT e V DlT CH , N w s , �2572e5� � —L — ST Ad /2 +75 RT ; � ; ELEVo 25T7o10 �`=—..�'' BEGIN SPECd LATeV DITCH END LAT o V DlT CH �� �, ELEVe 2583a60 BEGIN ST Do V DlT CH — '�I� , Pl =—L — ST Ao /3 +27 RT END ST Do V DlT CH � ELEVa 25760/0 -L - ST Ao l3 +49 RT : Pl =—L — ST Ad l5 f25 LT —��I������ ����� ELEVo 2575000 ELEVo 2586000 12+00 13+00 14+00 15+00 END GRADE EL = 29586e98 � �� _ _-_1 ____— _______- - — -f- L ST Ad /5 50 LT � i �i i n� n� nn 16+00 � \ END GRADE —Y - ST Aa l2 +15089 = —L — ST Ae l4 +66e34 EOP �� EL = 2586d7/ ,�� BEGIN GRADE V C`T A / / / � C /l/'1 J r.. L.P. __ 14+76e9 oQ�9 � —)Oe4047% l +)Oe3000% v ._.._.._.._.._.._.._.._.._.._.._.._.._..�'� 2.6/ ._.._.._..�5� _.._.._. � PECe LAT e V DlT CH I Ae �� +i5 � r �86°08 � � SPECo LAT o V DlT CH � T Ao l2 +l0 LT 2583060 ' PLA11lS PREPARED BY : 11 + 00 RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 12 + 00 2,600 2,590 2,580 2,570 � 0 N \_ N- \� QC