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HomeMy WebLinkAbout20190093 Ver 1_Johnston 141 PD Streams & Wetlands (2)_20190122� � � � � � � � � � � � � I � • � � � � � O N • � BEGIN TIP PROJECT B-5654 -L- STA. 13 + 50.00 \ % � � 1 ti6� 16/wee 6� G� jp\ ti ,1(��(a ` �a9cLti � 1 y6� ieSs ,�Q Lc. 1 _-� o� aa�� �� Pa�oo Q�. , C ,LQj Gar�co° eia ^,��'% � � �ti .�tCd�e J,�P\t� Carlxon �,yD� .L'�,,'y 9p1N�ee�S arco^ � J �L� 50 : � `�� F� ,� �a e�y � q�a ,L�,j G\ ��e .L j�'� � � "'te y ,L�,1 c� a � aa�` � �st L � �� eaa r � ���� �� a, ��� �Ne\\G$ ����` �� BEGIN PROJECT �� t o 6 �/ ��"D�ac �/ Corn�'d//j � � ���� � � a / ti9� ti�� �i �a O �o 5/ ti t � � $A �,1� O , � '� ,y c� �p. /� �< 'L� a '` � Dr. Od, �sia� �a°� a �� 1�Qo° d �O PJS�� �,�j PJS�� / / a`'a, ya � � J � �' �'� �J �`1 � t �,! � J ti o� �a ti/ ar� � �C .1� � : at�°� A�O9 Q s0 ( G ti��,� � VICINITY MAP OFF-SITE DETOUR O e�t � Ra � ����� �� �� �� �� ����� � � � � � � � � � � � � � � � �Y � � � LOCA TI01�1: BRIDGE 1�0. �00141 O T�ER WHITE OAI� CREEI� 01� SR 1��0 ( WI1�ST01� R OAD). TYPE OF WORI�: GRADII�G, DRAI1�lAGE, PA T�I1�G A1�D STR UCTURE. PERMIT DRAWING SH EET 1 OF 5 WETLAN D AN D S U RFAC E WATE R IMPACTS BEGIN BRIDGE -L- STA. 16 + 36.69 GpRNWE`I.US RD� � ff� � f� f� � f� � � � � � � � � � � � f� � ��� ��� ��� ��� ��W �� ��Q ��z ��� ��w {{} ff� � ��� ��� ��� ��� f� f� f� ��--- � �� — � __ �� END TIP PROJECT B-5654 -L- STA. 18 + 35.00 _�— — — — — ROA �SR 1550) WINST�N �� — -------- -L- STA. 15 + 39.31 END BRIDGE � I , `� / ; � s �� � i / /, � � � ��� � ��� � � � �� � � �� �-- � / ; �'J _ 15✓' \/ � i v� m � I o I � � i p N T i � � � To �� � 16/�on ��Pdsa,t ti% c or. 6 cp �Se �r �a7ct 'y6� 6� <a � �CE Dove Ct. '�Card'ina� �/\ Ct. �/ � �.�% ��� - ' � � O N � o� � Z � ❑ Booneg NC 828°355�9933 ❑ Tri-Cities, TN 423 ° 467 ° 8401 ❑ Knoxvilleg TN �a�g�� � Me���� 865 ° 546 ° 5800 Consulting Engineers � Spartanburgg sc 864 �574 °4775 Q S r12 V 1 � � 2 g ❑ Charleston, SC ■ North Carolina 843�97q�5650 828 �253 �2796 ❑ Middlesborog KY ❑ Raleigh, NC ❑ Charlotte, NC 606 � 2q8 ° 6600 919 ° 977 ° 9455 704 ° 357 - 0488 ❑ Atlanta, GA 770°627°3509 � Copyright OO 2006 Vaughn & Melton, Inco All Rights Reserved DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PRO,%ECT LEI�GTH Prepored i� the Offlce ofo HYDRAULICS E11�GI11�EER , VA UGH1� � MELT01� �N . � Q Ro� ��� ��� � _ � � ��� 1318—F PATTON AVE. ��.���s�'� ��� = 5� 25 � 5� ��� � ASHEVILLE NC, 28806 _ : S E A � 9_ ���� — � * LE TH R AD AY PR E T = 0.0 3 MI F O R r H E N O R T H C A R O L I NA DI V ISIO N OF HIGHWAYS �., 0 3 3 0 2 3 .;J �� °� ���o T 4/ N G O W O J C 7 � � 2012 STANDARD SPECIFICATIONS �O'••.FNcir�ER �° �� �Q O PLANS V= 45 MPH LENGTH STRUCTURE PROJECT = 0.018 MI '�����'��s'.��`O=� � �� P.E. ,, . �� ������������'' p * TTST =1% DUAL 3% TOTAL LENGTH OF PROJECT = 0.091 MI SIGNATURE: � � 2 0 � 0 0 2 0 4o RIGHT OF WAY DATE: � � JOHN LANSFORD, PE ,,,���",,, FUNC CLASS = PROJECT ENGINEER ROADWAY DESIG11t �,�����N ,�,ARO��'%,, �� � LOCAL, U RBAN NOVEMBER 15 2016 :����Ess;�o��.� ; � Q PROFILE (HORIZONTAL) " E11tGI1�EER ; _a sEAL? '_ : ��� oo�� SUBREGIONAL = _ = - � , 15435 0 - �� o p �Q 4 2 p 4 8 TIER NCDOT CONTACT: VIRGINIA MABRY LETTI11lG DATE: KEITH BRIDGERS =, �=,Fti��N��?; �o�,� �� p� MANAGER, PRIORITY PROJECTS UNIT PROJECT DESIGN E11lGINEER '%�'�'�;''�����"���`�,.� NOVEMBER 15 2016 ',,,, �. �-a �,,' � -�,�������,,,,, PROFILE (VERTICAL) P.E. SIG11iATURE: LI\V 1 I�VJV�/1 % � LL- � � � hi�e ��o/° �`z�' �,�°� V'`� � � �9 . %~-�+i. �. 7 _ 1�j p2 `� ti�/ �v 0 P�� O � i-' ' _ � � ti9�/ ��ti� �� q / � I � �� Sp'%n (��` � ,ypj or � �9 �a��Py �6 jo �y9 �� 3� ti� `�31�/ � 'L�� ti��;�. � a � �3'1' `�, $ �, Q 'I6 °\Lti .LOj K�oe o�. 3 'y�`t�c c°' y 0 ��3'� a c' �'�'/ / See Sheet �-A For Index of Sheets _, DENOTES HAND CLEARING � � � � DENOTES MECHANIZED � � � CLEARING � � � � F F DENOTES FILL IN WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER WETLAN D AN D S U RFAC E WATE R IMPACTS STRUCTURE - No. 500141 ;, _--- E�P �� U U V � ,m ,� � g SE� IN �34��EFT BE ���-� ��N g� 2� 4 85, BL S ELE�° \ w LARRY Ge GARNER o � DB 803 PG 47 ��, °� - � 6, m z +��aUU -L- Exista R/ q 45000', 70°00' Lta +74a00 -L- 58,00'9 75a00' Lte + pVE DANIEL RYAN PRUITT ALYSSA RICH PRUITT DB 5242 PG 190 � INTERIOR BENT +t�8,00 -L 68,00', � 8qo00' Lto e�°���� � I 84�00' Lto ie46 -L- '� 000' Lt l� \ � �� � z ` � +80,00 -L- ��, � � 5�,�� Lt, T' � � i � � r' 4 " PUE -- �P E — � v� �� � �— PUE PUE �- � � � 0 � o� � i i i i � - "' ,�� R , � . 4013' Y_ � ;t ��� - � �_ R/W-EIP � o ' - .- x „ � �,� --�:� � ;� m; � GRASS EIP � �� � �� � , ,. __�_- i -� � _ . � - - - --------- _-i ------- I 1 �_- L__ . -Y -. :-_. / �- T - �' _ _ -�� I 8" R C � ; � � � - _ - _, - - -'�= - - , _ - -- -- - --- --- - �--- y - -- - � - � E1P — � � �'- N _ O cv � — �— o 0 0 0 -EL- _ ��— � O— O O — O N gL-100 � � - . __ _ � � - � - _ - - -,= __ � - -_ -_�-� _ _ -- _ - / , - � � � ��-�� _ � - � �� - -'� �_� - - - � � � � �i1�I � � -- ,-,, --' - � � � ------------------ F � � ------�— � � �l- — _ -- � � � �> � � �� � +15000 -�' - � � Existe R � � / / � \ / � � 650�0' � � �8�„ E / _ �, � � a° 5� � �� BEGIN PROJECT B-5654 `� � � S a �� �� � —L— STA. 13 + 50.00 �-- �` m m m�ii � � \ ,- "� �� �'�, .�" �,�t � i �v / \� � Mi1iGA i �o , I NCDOT I ��/ m °� DB 2279 PG 874 � 0 �, c�� )� G ���0 2��� N a3 �P �p,0 +bUoUU -L- Existe R/ I5a00' Lto9 I _. r3 2280 �PG 18 �_:�� 2280 PG 22 ia�� 2217 PG 46� ` IR�(� PG 7qr "% � +56000 -L- � ' 58000', 75v00' Lto +83e00 -L- 47 00' � � � - - �`S% PERMIT SITE 1 f �' � / 69e00' L9t, / +25e00 L � CAUSEWAY � E x i s 1 9 B � '� +15000 -L- � 45a0 E ` Exist, R�W / � I /��� �" e.. +65 � � ,, � %� � � �'' i � END PROJECT B-5654 / �, 39• � 55o0G' �-f�o �''c�� � � � � � � -L- STA. 18+35.00 ,� �g 2� ��� "� � � ?�' y i � � .,. ���. -- � - — L��`--" WLg / " :,�f''� .� - . � � � --� � m / � S � / � � _ � � �U� �%� � 9E iE dE dE 9E - - - `. . — � � � � � � � ����� ,_ � � � R / ,� ; �, 66'25'4/.7"E � ----W _F ___ � ��� r � _- - /oA S � / ✓�� f r �NV=203e80' ------- — _- -- �/�N R ��WP% -� - -- � WIN A� j 5 4-2 � �; T T5 ,, TB-2GI � --- - � ,; _ _ - - , P _ _ � � - rL� � � 5 - Tl /n"�� . - - — - _ _ - � �/ � � fv 040 � o i� I� � o �� � N � .� N O 0 +-� _ �� - � � - I r - _ 20000 -L- �� n �r � u - � — �. _� . - - � � '- — � - Exist, R/ � W �. - - , - �— = - - - � � /`'` _ _ - � � � - a � /' �� , - 64 � - - � �� � �� �-� " � _ , TB-2 �I � p4 I V-203o � � � _ � -: � ��_- +OOe00 -i F � � — — ' — — — ` _ � � - " �4 � , -- � ,',� * M— Q� EXISto R/'v�v -- -- � Z -�7 W � � ., iE iF i: F iE if iF iF �lE iF iF iE iF �I � � � • ��� _ � � �- PUE 42000' Rta�M— � � ' � o � s' i � r ` - �,��'� �3 - � � � � � � � `�. ' �v o 0 � � � +89000 -L- � � \ a \ �m 58000' Rto � � �� �� ���� �� �, � c� R �� +40000 -L- +03, 0 -L- �e�M� �� r.t �` � w ��� \ Existo R/ , I 45000 to �-- � � r �� �� Bj 43 00', � � � OUT-198,6 ' 1 J ' `�` ��`. � +45a00 -L- C�p,$S B� Existe R/W� SITE 3 I+3�,00 -�- Rp,P 46,00' Rt, WETLANDS IMPACT � Exist, R/W, �� %R � -�- R►P \ 65000' Rto \ te � TO �� � (" 5 SY � l�L�\ ��.i<,L �.NIiVLII'jri I\Lt1L� SITE 2 � DB 2280 PG I� WETLANDS IMPACT � DB 22187�PGG46L f-.� i�,z.. r,� ��- NOTE: SITES 2& 3 WILL REQUIRE MECHANIZED CLEARING 3 PLANS FROM STA. 13 + 50, 20' LT TO STA. 15 + 62 36.5' LT FROM STA. 16 + 25, 40' RT TO STA. 17 + 25 41.7' RT LT SEE SHEET 4 FOR PROFILES D ETAI L 1 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'mi� Grade �� 2•0 Ft. GEOTEXTILE � END BENT 1: Type of Liner= 80 TONS,CL II Rip-Rap Geotextile = 85sy END BENT 2: Type of Liner= 82 TONS,CL II Rip-Rap Geotextile = 87sy FROM STA. 15 + 62, 36.5' LT TO STA. 15 + 67, 36.5' FROM STA. 16 + 19, 40' RT TO STA. 16 + 25, 40' RT D ETAI L 2 LATERAL 'V' DITCH ( Not to Scale) / � � _ Natural Fill Ground 3•� D n�•:� 1'�Ft. Slope Min. D = 2.0 Ft. b = 5.0 Ft. DENOTES HAND CLEARING � � � � DENOTES MECHANIZED � � � CLEARING � � � � F F DENOTES FILL IN WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER WETLAN D AN D S U RFAC E WATE R IMPACTS STRUCTURE - No. 500141 ;, _--- E�P �� U U V DANIEL RYAN PRUITT ALYSSA RICH PRUITT g�E� I g�34��EF� DB 5242 PG 190 BE���-���N g� 2�4og5, BL S E�E�� I \ w LARRY Ge GARNER o � DB 803 PG 47 ��, °� INTERIOR BENT +t�8,00 -L % � G ���0 2��� N a3 �P �p,0 _. r3 2280 �PG 18 ��:�� 2280 PG 22 ia�� 2217 PG 46� ` IR�(� PG 7qr "% � +,60000 -L- +���UU -L- � 58000', E�'��° � ' 75v00' Lto , I 00' Lte o � + ryaUU -�- � 68,00'9 I � � - - 83e00 -L- � �' 58,00'9 84000'��to � ' �'�°" � � � ____ + ���� � 75a00' Lte \ � �� � 84�0(J' L�to% ` � �_ � � �� �� 4�7,00'q � �� � z +99e46 -L- � '` � � � PERMIT SITE 1 �.," � � 69e 0' Lto � � � � � � / +25 00 -L � c ��% � � � 45000 Lt ,� CAUSEWAY �� / m � � ° �� �� % , � � � � � Exis1 �� B � � +15000 kL- ., � 4�� 0 u +55a00 L- 1 � �' `, ��ista R/ q S�z ` � �` " GRASS � ; ;� - Exist, RfW / I j �" E,.M _ ECTB5 3g / � 70e0��L9t P�e 0 00 Lto ��' m , \`�� � � +65,�? _ %� ' ` �"' � ; EL-DSTA.O18+35.006 .:, 2�, e � , , % �j 54 g9 �/` • w � � 55o0u i � �� / � � � I PU _ � � �- � � - ti�� �� A i ��' �" � � i � � t � � UE � � ��� �, -- ,- `_ T- � " �� �� . UE E � _� WL � � / i i � o� � � � R � � i �'�=��'.. r^ - .. j , . ,� � _ ' � � � �_ - " � , � ` `✓S � ,- / WOODS� ,_ �-'�- �/ 3 - i � �-� ��� 4e�� � 4013' � o , R Y_ a�� � � \ -.--r- - � � � _ * � � - �� � 5 �� � � EIP � ��� . � _ ; ,, , � W- - �� --- � � � , E������ � �. �� �,,, � - , , -_ , ��-� � , � S 66° 25' 4/.7" E � � x � - - - = T _ F _ _ } � ' � � A� � 5 -' � GRASS EIP �� � ___ ���� �m7, �� " � INV=203a�0' - ----- � _ _ -- i'� ,��� ��WpY � ,/ � �� � � /r ' r � r� - - - - " _ ,- - / ��T �� , _-� --� F' � r_=------- --------- --�� -- -- TB-2�f _ - - - __ � - ---_ _-- � W� � P�E / . ; - � - - = _ ,- - _ ;- _ ,.r� _- _� _ -- � _ - _ — _ _ � �� _ �� � � , �� � D � ; ��rs , �� � �� �� ��- m P �5 2 -� �� -- - --� / �;;�, - _ -- -- - - �O - �� ��� - / / �� / / _ _ _ _ _ - �. i - 1.: - � T,C /Y i i i i � � . � ..- - -_ - - � ti - , . . - / � . - -'-- -- _ _ _ - - - -- .� - I,�.�� _ - _ . - ___ Q�� ; � � 2 � 4 - — - � o �� � -- — — : o _ — - - 1P _ «z ��_ , --- - � � N � � v 040 � � / � E-- _ �-- �`�' o 0 0 o N EL- � � � � � � _ o / � � - � �n �r r� � � � 0 � -_—�zm� , � - �i - � ��� - � -� - -� -�- �� - - - - - �- -�- ~'1 �'`�''f'�_ � j��' -� r-� +�Oo{3 - ' O �� L-�� _ , - - _ -- - • -- / � � �r�-c� _�_' __ _- 2�4 - T= __= �; --;, `T,_ !-T — -- -- - -_ -- � 8 /1 � — �c €Xl�f�_ F2 ���� ��-� �- � �> � � � ' -� �� - - — — - - - � � - � - -� _ � � / - � -� - -------- - � T�-2 = --- -- - � � _r- �,- _ _ ---- -- G ! I N V 2 6 3 e ��l ` --�� -------------------- ' - 04 / - � ' - _= / _ - ', , F = _, _ - OOe00 -i � � � �z �•� . ; , � �� � - -� �-g ---- __ � - --- --- ___ - - - _ � - — � � - I �+st, R/'v� v _ _ � � � , � � � _ F e u ��� � m`'� � � � � % EXISta f� � , � ��,� � ��'* �ra. ��r�r* ��r�r*�� � � P E �� � � � q2o��� Rt��M� — � � i � � / / � � + 5 00 z � � / � � 650��' � � o �� � w�g-i� � � � � � \ � � � / / � � � � � �� � � �� m / - 0 a � � +89000 -L- , � � � \ - ' ' � �° � „ E �o�s � o �_ , < _ � / �i 1 � � � , °: �- � ,�, �� ��u , � 58,00' Rt �� ; - ;, . , � � ��--------- +03, 0 -L- e�M� = � ' , - � + � 40000 L`�� - - N � ', - - - - aa �� ..� � —L— STA. 13 + 50.00 � � \ N m �� � ���� �,��, �, �� ,_ � �, � + ' ' � � � 45000 to � � S g BEG N PROJ CT B-5654 � m � Existo R/ , � � � �� � � �� � 6' 43000' -' � 1 U�g � � '� � � � � � �� N� �ION SIfiE � -� � � � � �� �J��- � ,� ��,�1� �� � � - - /'��� .. m � ,, ,. ., �9, B +q5a00 � $ITE 3 , � � ;� ��� M� - � -- �� � +31,G� -� GLASS � Existe R/W� ETLA D I PA T P � W N S M C / � � 11GA � � , � � � � Exist, R/W '�� � '� -�- R�P �'P V 46,00 Rt, / , � r� . , .� N NCDOT m 65000' Rto \� t� � O � �;�, DB 2279 PG 874 � 5 SY FF � CL�ti �,., ,� u�;� ;���� �;� �;�,1�. SITE 2 � DB 2280 PG I� WETLANDS IMPACT � DB 22187�PGG46� f-.� i�,z.. r,� ��- NOTE: SITES 2& 3 WILL REQUIRE MECHANIZED CLEARING 3 PLANS D ETAI L 1 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'mi� Grade �� 2•0 Ft. GEOTEXTILE � END BENT 1: Type of Liner= 80 TONS,CL II Rip-Rap Geotextile = 85sy END BENT 2: Type of Liner= 82 TONS,CL II Rip-Rap Geotextile = 87sy FROM STA. 15 + 62, 36.5' LT TO STA. 15 + 67, 36.5' FROM STA. 16 + 19, 40' RT TO STA. 16 + 25, 40' RT D ETAI L 2 LATERAL 'V' DITCH ( Not to Scale) / � � _ Natural Fill Ground 3•� D n�•:� 1'�Ft. Slope Min. D = 2.0 Ft. b = 5.0 Ft. FROM STA. 13 + 50, 20' LT TO STA. 15 + 62 36.5' LT FROM STA. 16 + 25, 40' RT TO STA. 17 + 25 41.7' RT LT SEE SHEET 4 FOR PROFILES i 0 � �, c�� � � � � � � � � � � � � � � � � � z � �o �� �� �� �� w� �� �� �� �� �� �� �� �� �� �� �� STRUCTURE - No. 500141 WET LAN D PERMIT I MPACT SU MMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Permanent Temp. Temp. Excavation Excavation Mechanized Clearing Permanent Permanent Temp. Temp. Channel Channel Natural Sheet Site Station Structure Fill In Fill In Fill In Fill In in in Clearing in SW SW SW SW Impacts Impacts Stream No. No. (From/To) Size / Type Wetlands Wetlands Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts impacts impacts Permanent Temp. Design (ac) (sq ft) (ac) (sq ft) (ac) (sq ft) (ac) (ac) (ac) (sq ft) (ac) (sq ft) (ft) (ft) (ft) 5 1 -L- 15+78 to 16+21 Temp. Causeway 0.059 2559.00 45' 2 -L- 17+48 to 16+77 Roadway <0.01 235.33 0.01 0.03 3 -L- 17+26 to 18+03 Roadway 0.01 571.38 0.02 <0.01 S H E ET TOTAL: 0. 02 806. 71 0. 03 0. 04 0. 059 2559. 00 45'