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Home My WebLink About20180333 Ver 1_17BP 4 R 86_Wilson_16_Permit_Drawings_2018-02-26_20180308=_ �:n ;-t lA For Ind�=;c ,�f ShceYc� _�h�t 1 F�' For l:r�nvFnti �nol Plan -�h�rt "}�mhols 5=-2 �h��et Ir=�-9 Through YC�-? F��r Surv�v Control =heet,< �� `` F m � �-� 1632 �` � I ��,�.,,,� . 1631 PROJECT LO CATI O N WILSON COUNTY 1514 WAYNE COUNTY 1513 1513 VICINITY MAP � � � OFFSITE DETOUR 5�'s��'1� ��IF�' �i ��J�--1� �'s� I ' ��l�l��; �^� �J��''��!��,� ��' �� 1y� WILS01� COUI�TY LOCATI011t: BRIDGE 1V0.16 011t SR 1632 (PELT ROAD) OVER IVY SWAMP TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING, A111D STRUCTURE 1516 Z PERMIT DRAWINGS J � 0 � � �� :T 17BP.4.R.86 , L- S I A. t3 + t36.00 � ' �� BEGIN ROAD CONSTRUCTION ' � -L- STA.10+25.00 `� Sg 1632 IPE�T RD� -_ i�� .� —L— JIA 14+ ��;,� _ _L_ 0 + + STA. 17 + 00.00 5 � � I % � � / � ' °I /� � , ,/ i , /SR 63 Ro PO �' / ; � � GN��N / Sj'PM�S � PERMIT DRAWING / --- - - -, , , ________ SHEET 1 OF 12 , '---- --- — — — - STANTONSBURG - - -- ------ � -- - ----i ,- - - - - - ETJ LIMITS CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL/FTJ BOUNDARIES OF STANTONSBURG. � DOCUMENT NOT CONSIOEREO FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�ed For: HI'DRAULICS ENGINEER DIVISION OF HIGHWAYS ADT 2016 = 310 (000 Birch Ridge Dr., Raleigh NC, 27610 20 10 0 20 40 o By: /,�c �'��\ T= 6 /o TGS rss erv�iNeerzs aH �s�s� na aae� C �� nsvE�v� 70GHILLSBOROUGHST !�'v� �"Go�" PLANS V= 55 MPH LENGTH ROADWAY TIP PROJECT 17BP.4.R.86 = 0.175 mile � suiTe zoo COftP. C 02 5SE NO.: � o RALEIGH, NC 27603 P.G. -' LENGTH STRUCTURES TIP PROJECT 17BP.4.R.86 = 0.013 mile sfcNarunE: n� '� 2O �O O 2O 4O 2018 STANDARD SPEClFICATIONS '� g TOTAL LENGTH TIP PROJECT 17BP.4.R.86 = 0.128 mile NYA K. BOAYUE, PE ROADWAY DESIGN ��,ti�� ' PROFILE HORIZONTAL RIGHT OF WAY DATE: rxo�Ecr excrvEsx ENGINEER � ( ) FUNC CLASS = 1/3�2��$ ��?� �� PAUL SCHULKEN, EI \ �, �� 4 2 0 4 g LOCAL-RURAL rxo�crn�srcx sxcrxEEn � i�n��'�� SUBREGIONAL TIER LETTING DATE: jjqCHEL EVANS, PE � � Q� $ PROJECT ENGINEL•R p,g, PROFILE (VERTICAL) ucvoz D�vrs,o,v a S7GNATU7tE: I I I � DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND ' `�� ' DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING �DENOTES IMPACTS IN $URFACE WATER �DENOTES TEMPORARY IMPACTS W SURfACE WATER WETLAN D & STREAM IMPACTS � � � (� / i / � ! % � / � m / �Fm i / i/ �. � �� ih� j� �� CLASS 'll' RII % STRUCTURE PAY ITEM � N j' ^ .� - ; ONO N �' � m �I �H D ,; S� EPHEN I�EAMAN AN� UOTROCK PLATING \ W � F E � Q N N A p ^ AT -L- STA. 14 + 42.52 � TO ST.9c. 14 + 67 .00)� �/� � L� E A M A I�I LEFT. USE ROCKING PLATING �DETAIL NC�. 2 � � I�m DF�� BQ(J1K N�1� rr OLONI� OF ROADWAY STANDARD D�AWING N�6.275.01 ,1 �� ROCK PLATING / CLASS IP RIP-RAP � i � I' �,� � � EST.40 SY / �i i ' � SEE NOTE 1 THIS SHEET � �� '�� i � � � ~ �\ / LASS 'll' RIP-RA / �� TRUCTURE I �/ PAY ITEM � ��, ,� B / % m� _- II~ f ' �� ! '° I J � I � -TYPE-II;I I \ � -s= _ _ .__F- , _ .'. _ PERMIT DRAWING SHEET 4 OF 12 �k Hc �k �k � �k �k �k *._q� * *Ivk **.�* * * _� E '-� / ,� � N ^ ~I ;1 4� �V / % � / m � /I � / _ 2' LAT, �RAL � �m ,' GRA 5ED SWALEi� � SEE ETAIL 1 S = 9% /� �7� m L= 25' /�� '' ES . 200 CY DE m � �� i � �� / � � �� m� ti � �— pUE \ RIP-RAP A EMB CLASS 'I'/ IP-RAP EST 20� /fONS SEE DFTAIL 4 N cVm / m / / � n� —� � TB 2GI TB 2GI ti � CLASS B RIPRAP EST. 3 TON GEOTEXTI LE EST. 10 SY � O N 4 M � O Z DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( Nof io Scale� Natural .� o< — Fill Gro�nd 3y p 3�'�o�te� Slope F -:��I Min. D= 7.0 Ft. To 0.0 Ft. B= 0.0 Ft. io 8.0 Ft. PROJECT REFERENCE NO. l7BP.4.R.86 fLW SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER FROM -L- STA. 16 �- 00 TO STA. 16 + 25 LT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �- TGS ENGINEERS -L- CURVE DATA pye„.�F;p; 706 HILLSBOROUGH 5T. SUITE 200 RALEIGH, NC 27603 Pl Sto 18+24A8 � PH (919) 773-8887 �= 3' 09' 10.2' (LTJ CORP. LICENSE NO.: G0275 D = � 25' 08J' L = 2222d T = IllJ3' R = 4,038.00' ROf��A.�_L) �, f_Af�lC�STE� �= I Ai_ I N r� I (—�� P(;� ';I � � END PROJECT 17BP.4.R.86 VAR. WIDTH SPEC. LATERAL BASE DITCH � -L- POT STA. 18 + 33.00 SEE DETAIL 3 END ROAD CONSTRUCTION / 2' SPEC. LATERAL BASE DITCH �B�a�F SEE DETAIL 2 / � � / � � J, � � _ \ � �. - P�F - � - - - � — — �j -� � � �� / _ _ \ � _ - - _ - _ _ _ _ '��\\� �- -L- POT STA. 17+00.00 �PUE� +� -O - ,,-----F i' .,. i �-� � � F .��— -- -- — � �; * DUE p�E i UE - — pUE ��`�N��LEANCAS I ER ET ALL —PUE��— D� 47q6 i�G 41 PU TOE PROTECTION � CLASS 'B' RIP-RAP ANK ENT EST 25 TONS GEOTEXTILE EST 60 SY SEE DETAIL 5 DETAIL 1 LATERAL GRASSED SWALE ( Not fo Smle) Natural �� \� Fill Ground �'7 � p g•� ' 1"ht. Slope I� Min. D= 1.0 Ft. 6= 2.0 Ft. b = 5.0 Ft. FROM -L- STA. 13 + 75 TO STA. 14 -F 97 RT DETAtL 2 SPECIAL LATERAL BASE DITCH ( Not to Scale) No}ural � o� � Fill Grour,d 3�� p 3�' o�ye� Slope e� � B I Min. D= 1.0 Fi. ~ 8= 2.0 Ft. 97C � = PUE —Q- - - - - DETAIL 4 RIP RAP AT EMBANKMENT ( Not }o Scale) 10'min. ► Ditch �� .0'min. � Grade � 1'S Type of Liner= Class "I" Rip-Rap FROM -L- STA. 14 + 85 TO STA. 15 + 00 RT DETAIL 5 TOE PROTECTION ( Noi fo Scale) �e� �\O Nafural 3., °\S\OPe Ground b F� �d d = 1.0 Ft. � 6= 3.0 FT. Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 16 + 25 TO STA. 16 + 75 LT FROM -L- STA. 15 + 55 TO STA. 16 + 15 RT SEE SHEET 6 FOR -L- PROFILE FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? I PROJECT REFERENCE NO. SHEET NO. � ;, l7BP.4.R.86 5 � � fLW SHEEf NO � �°E WET ANDL IN �/ETLAN D& STREAM IMPACTS i � i ' DENOTES EXCAVATION � i IN WETLAND �� / � i i i � l � �� ' � � � DENOTES MECHANIZED � � m / ; CLEARING % ~ / �hm I � � �r %i � � � -it• � DOCUMENT NOT CONSIDERED FINAL � DENOTES HAND / i�� .%�� /�� /� FROM -L- STA. 161- 00 TO STA. 16 + 25 LT UNLESS ALL SIGNATURES COMPLETED CLEARING / / . �� TGS TGS ENGWEERS � �Q1 ; � � 'o -L- CURVE DATA 706 HILLSBOROUGH 5T. SUITE 200 / ENCI�JE=PS � / �� N RALEIGH, NC 27603 �DENOTES IMPACTS IN ' �% �� Q Pl Sto 18+24A8 � PH (919) 773-8887 $URFACE WATER � �� / � ��$TRUCTURE�� _ �09�10.�(LTI CORP.LICENSENO.:G0275 �� D = � 25' 08J' j ' PAY ITEM /� � L= 2222d N � ' � � T = IllJ3' �DENOTES TEMPORARY r- �� IMPACTS W SURPACE WATER I� �� O R = 'I,O3B.00� m H � ~ � Z m c, � �, N ROI��,�p_D �3. f_Af�lC��TE� �= I Ai_I , � j I Q, ,� �, — NOTE 1: ' Qi N r� I i-� (� I� (_� '� I STEPHEN �EAMAN AND USE ROCK PLATING � -� p AT -L- STA. 14+42.52�T0 ST.9c. 14+67.00� m i/ � WIFE DONNA BEAMAI��I LEFT.USEROCKING PLATING�DETAILN .2 � � ��m � � END PROJECT 17BP.4.R.H6 DEED BOOK �T_�''��OUN,� OF�ROA�D�WA��TANDARD ��i>WING N�.275.01 � �' ��=�� LA ERAL�BASE DITCH �' CLASS 'IP RIP-RAP � � � � � 1 � CLASS B RIPRAP SEE DETAIL 3 � —L— POT STA. 18 + 33.00 EST.40 SY � , � ' � EST. 3 TON END ROAD CONSTRUCTION SEE NOTE 1 THIS SHEET � � m �'%� �� GEOTEXTILE �� I EST.10 SY L- POT STA.17+00.00 � �� LASS 'll' RIP-RA I T8— --�TB fSTRUCTURE �� '/ � i � - 2' SPEC. LATERAL � �� PAY ITEM C7 % � �- �e� BASE DITCH / .81�81 �re ; ,�� , � � p�F SEE DETAIL 2 �pUE� O - �81 '/�B__� � �,� / � /� � � / ' � � _� -. r--, .. / i -:-.a �— �` �� - � - - �� — — �� — P . - - - . - � - - _ v c c � � i _ � - '%� � / A _ _ - �- �. �F / , - l _ - - - ^ - � �+ -� + - - � ,_ �/ � m� � �' f � i � w �/� �� ---- r , _ ---_ � _ � � r - - - -- - i PE'_III � J— - �---- � �r- 7^7fE,�ll � � - - ` - - \ � � c � - - - - - - - - - - - -- - - - - - _ - - � � . � ; � '� T T � Yr '� � r iir r T - � -- ._ WN � �� ,(, �� - - � - - - \ � - - - � -- - - - - _ - - - -- - = I � o o N o i m - TB 2GI N �� - - % N N,J , vNi_' J.? � X W � �II.__. .�_Y.___._ ��,-�. �- . � ~ W W f'' �.:,- _ ... TB 2GI N �n i � '� �-- NZ �_ _,f --- - - --- --- � � ___ - ---- 97C _ -i _ _ _ � _ li_L _ - i 1`- j --- - - - . i—i---- . _ _ _ . - — y . � � � � i . A U - , � � F F�� F _. � : , // -- _ - ' � � - - - -- - -� _.. : _ _. . - -., ---- H �� I J .� _- � � � ` F ��`-��- F'',,_. -�P F ,,�i` F �.�.�.- . , �� • PUE� 1� � . y * �� _1 � - . — _-----_____ � m,� `, I �* * F F,; �,� DETAIL 4 _� F, � F ~ I *�'� *!, * DUE —PUE—P RIP RAP AT EMBANKMENT E Q� UE ( Not }o Scale) � � ti — PUE , � 10'min. �► � N��LANCASTER �' ; - - O � - " I=- � l PUE , * �k * '�k � ok* �k �_ � ' \ �l � ['' '(' Ditch �� 1.0'min. 1.5' � ._ �k . � * �k1'ik �k pli � �k * � * E �{Ji� C I A L;L' Grade � DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( Nof io Scale� Natural .� o< — Fill Gro�nd 3y p 3�'�o�te� Slope F �..I Min. D= 7.0 Ft. To 0.0 Ft. B= 0.0 Ft. io 8.0 Ft. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER , I "r m m % j � PERMIT DRAWING 2-�T��` GRA$ ED SWALFi� SEE �bETAIL 1 � SHEET 5 OF 12 �-z5°'° %' ES . 200 CY DE / �« �/ ��' '' � ��" D�3 47q6 PG 4! , * OJ I '�. PU pUE pUE � j � TOE PROTECTION � Type of Liner= Class "I" Rip-Rap m> S�T 25 BONSRAP FROM -L- STA.14+85 TO STA.15+00 RT i.. ; RIP-RAP A EMBANK ENT GEOTEXTILE � CLASS 'I'/ IP-RAP N � l� � SEE D AIOLN4 SEE DETAIL 5 � ' DETAIL 1 DETAtL 2 � I LATERAL GRASSED SWALE SPECIAL LATERAL BASE DITCH � ( Not }o Smle) ( Not to Scale) �� / � Natural �� No}ural � o� � Fill �� '� Ground 3y 1 � �� — Fill Ground 3� 3' e� Slope '� � � D '��' Slope �1 D F�o� % � � N N I�-"-�I � B I Min. D= 1.0 Fi. i � � I. � m 8= 2.0 Ft. �� ' /� Min. D= 1.0 Ft. Q� B= 2 0 R � �� 6= 5.0 Ft. FROM -L- STA.16+25 TO STA.16+75 LT FROM -L- STA. 15+55 TO STA. 16+15 RT ,� FROM -L- STA. 13+75 TO sTA.,4+9� RT SEE SHEET 6 FOR —L— PROFILE i i m ' �� % % FOR STRUCTURE PLANS, SEE SHEET S—? THRU S—?? I I I V `�A\ ALLOWABLE IMPACTS ZONE 2 � � BUFFER IMPACTS / � I/y / � / // � m i / Fm % / � / � / t--- � �� ih� j� �� CLASS 'll' RII % STRUCTURE PAY ITEM � N j' ^ .� - ; m m �' � � � � S� EPHEN I�EAMAN AN� UOTROCK PLATING /� WIFE DONNA BEAMA��I L FTLUSE ROCKING PLATOINGT�DETAILN C�o 2 � �I I �¢� DF�� BQ(J1K N�1� rr OLONI� OF ROADWAY STANDARD D�AWING N�6.275.01 ,1 �� ROCK PLATING / CLASS IP RIP-RAP � i � I' �,� � � EST.40 SY / �i i ' � SEE NOTE 1 THIS SHEET � �� '�� i � � � ~ �\ / TB =� Te i' 81—.=Si�= 81�\ T8 � O \�'� �� p - _ � � . L � - . -- � �-:8,( i ,i'. + ---- - F- - W � ---- � - - - _ — - - Pf=111 _ -� - i T - 7r W H W N N , J � o � iv . cn . . .. N � - _ w � -, � - yZ -i-�� _- J � _ _ 1 -- - � - - �� n�-�u � �� _ � _-----_��_� �� - \�`�� y_ - PERMIT DRAWING SHEET 8 OF 12 LASS 'll' RIP-RA / �� TRUCTURE I �/ PAY ITE �� ,C�j � �B �--� / I '�~ . 1f � `- �:-�1�\ ---- \ '\� I J �I � TYPE-�I;I I \ � � n� —� � TB 2GI TB 2GI ti � CLASS B RIPRAP EST. 3 TON GEOTEXTI LE EST. 10 SY � O N 4 M � O Z DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( Nof io Scale� Natural .� o< — Fill Gro�nd 3y p 3�'�o�te� Slope F -:��I Min. D= 7.0 Ft. To 0.0 Ft. B= 0.0 Ft. io 8.0 Ft. PROJECT REFERENCE NO. l7BP.4.R.86 fLW SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER FROM -L- STA. 16 �- 00 TO STA. 16 + 25 LT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �- TGS ENGINEERS -L- CURVE DATA pye„.�F;p; 706 HILLSBOROUGH 5T. SUITE 200 RALEIGH, NC 27603 Pl Sto 18+24A8 � PH (919) 773-8887 �= 3' 09' 10.2' (LTJ CORP. LICENSE NO.: G0275 D = � 25' 08J' L = 2222d T = IllJ3' R = 4,038.00' ROf��A.�_L) �, f_Af�lC�STE� �= I Ai_ I N r� I �-�� P�;� �;I 0 � END PROJECT 17BP.4.R.86 VAR. WIDTH SPEC. LATERAL BASE DITCH � -L- POT STA. 18 + 33.00 SEE DETAIL 3 END ROAD CONSTRUCTION / 2' SPEC. LATERAL BASE DITCH �B�a�F SEE DETAIL 2 / � � / � ( J, � � _ \ � �. - P�F -- j-- - - - �� - -� . -� � � �� / _ _ \ � _ - - _ - _ _ _ _ '��\\� �- -L- POT STA. 17+00.00 �PUE� O -O - ----- ��-iH - •� _ �,-'' F -�� .� �__ � S� _ � , rY �,� � ` _ F��- --- - - � �� _ i � _ I O p :�--- � � �- ��-� � � � � 'V� �DUE—' � � O� � � r,� � � D E---�_pUE I pUE '-� I - pUE � PU�' 1 UE-'-� ;=DUE-� P�E— — pUE — ��`�N��LEANCAS I ER ET ALL —PUE��— D� 47q6 i�G 41 1 P ��`P i TOE PROTECTION � E $ � ,� CLASS 'B' RIP-RAP N I ~ RIP-RAP A EMBANK ENT EST 25 TONS ^ � CLASS 'I'/ IP-RAP GEOTEXTILE EST 20 fONS EST 60 SY m N � %� SEE D AIL 4 SEE DETAIL 5 ; m � � DETAIL 1 � � LATERAL GRASSED SWALE / � %� - ( Not fo Smle) 2' LAT RAL � �m ,� b GRA ED SWALEi� � SEE ETAIL 1 Noro,a� �� \ S= 9% /� ,,�r ' m ^ Ground 3.� - D ,j.1 �„ht. Sllope L= 25' /' ES . 200 CY DE � N I«I m � �� /V Min. D = 1.0 F1. Q� B = 2.0 Ft. , � �� i b = 5.0 Ft. / � ,`l FROM -L- STA. 13 + 75 TO STA. 14 -F 97 RT ' / , / m � ;% � / � � DETAtL 2 SPECIAL LATERAL BASE DITCH ( Not to Scale) No}ural � o� � Fill Grour,d 3�� p 3�' o�ye� Slope F� � B I Min. D= 1.0 Fi. ~ 8= 2.0 Ft. 97C ! --- - - — - -� = PUE�- �- DETAIL 4 RIP RAP AT EMBANKMENT ( Not }o Scale) 10'min. ► Ditch �� .0'min. � Grade � 1'S Type of Liner= Class "I" Rip-Rap FROM -L- STA. 14 + 85 TO STA. 15 + 00 RT DETAIL 5 TOE PROTECTION ( Noi fo Scale) �e� �\O Nafural 3., °\S\OPe Ground b F� d d = 1.0 Ft. �� 6= 3.0 FT. Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 16 + 25 TO STA. 16 + 75 LT FROM -L- STA. 15 + 55 TO STA. 16 + 15 RT SEE SHEET 6 FOR -L- PROFILE FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? I � \ `,\\ ALLOWABLE IMPACTS ZONE 2 � � BUFFER IMPACTS � I I �� l /i / � � � �� ,� /h41 � �/ / t i % /� � �� / � �� i �� / �/m �� ' � � CLASS 'll' RII �� ' STRUCTURE / PAY ITEM N � i�� ,v ^ �',' � � � m H �,� �� m NOTE L• ' I STEPHEN �EAMAN AND USE ROCK PLATING p AT -L- STA. 14+42.52�T0 ST 14+67.00� m� i/ WIFE DONNA BEAMAI��I LEFT.USE ROCKING PLATING �DETAIL N.2 � � ��¢� DEED BOOK �T_��OUN,� OF�ROA�D�WA��TANDARD D�AWING N�.275.01 i' �`��-�/ CLASS 'IP RIP-RAP � ' � � �j � � i EST.40 SY � , ' SEE NOTE 1 THIS SHEET � �� I � ,�c'� / � � TB--�TB /, . 81—==�� 81 � � �I o ��re � it O - 81 -- ^ � _ � � :Sl i + ----- � = W (,•) - —___ ( ,' .i � � - - - --- - Pf'-I I I T T - 7r W N N , J � o � ^� cNii - . ,'' � .�� I W W I�1 � i^� ��. N 'Z � _ . - J � _ � -� �� - U T'i�FE-111 ' � �i � �= � � fi� _----______ �� ;_ � \\�� - �= PERMIT DRAWING SHEET 9 OF 12 ti m i i y�� RUCTUREIP-RA I � % � AY ITEM �� C7� % � o'�-' B__� � i �� -- � - � � �'i a � a m�� _ — ,I � � TYPE-I \ ' � oo � Ii � l�� I , �IY— - — f' -..- - ( - � .. _ � s �-a ,� a a � � _Y-. -. - .--- _ � � -. . .\ - _ �_�, -_ � �, � � �i I I y m I I = / TB 2GI TB 2GI CLASS B RIPRAP EST. 3 TON GEOTEXTILE EST. 10 SY i O N 4 M � O Z DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( Nof io Scale� Natural .� o< — Fill Gro�nd 3y p 3�'�o�te� Slope F �..I Min. D= 7.0 Ft. To 0.0 Ft. B= 0.0 Ft. io 8.0 Ft. PROJECT REFERENCE NO. l7BP.4.R.86 fLW SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER FROM -L- STA. 16 1- 00 TO STA. 16 + 25 LT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �- TGS ENGINEERS -L- CURVE DATA pye„.�F;p; 706 HILLSBOROUGH 5T. SUITE 200 RALEIGH, NC 27603 Pl Sto 18+24A8 � PH (919) 773-8887 �= 3' 09' 10.2' (LTJ CORP. LICENSE NO.: G0275 D = � 25' 08J' L = 2222a T = IllJ3' R = 4,038.00' ROI��-�P_D �3, f_Af�lC�STE� �= I Ai_ I N r� I (-�� P(;� ';I 0 � � END PROJECT 17BP.4.R.86 VAR. WIDTH SPEC. LATERAL BASE DITCH � -L- POT STA. 18 + 33.00 SEE DETAIL 3 END ROAD CONSTRUCTION / 2' SPEC. LATERAL BASE DITCH �B�a�F SEE DETAIL 2 T � / � / � (�� _ � �. - P�F � - -� � � � - �� -L- POT STA. 17+00.00 �PUE� O -O - i -- — - - -- - - - - . /. - i ------ � ,' F � �� ,,, ��I � � � � _ �:�� = �, � ��- -= --- � � ' _ ! � i i - j Op -'�-__".,� �: , � � _ 4� � � � ��' � ' � �''� DUE— D�JE-----DUE � � \; I � � PUE , / � pUE � _ pUE � j UE—'-� ;=DUE-� P�E — — pUE — ��N��L�ANCASTER ET AL��L� ��"�-�� D�3 47q6 PG 4! 1 E$ P�� P >� CLASSR BTR PTIRAP 1 N m i RIP-RAP A EMBANK ENT EST 25 TONS ^ � CLASS 'I'/ IP-RAP GEOTEXTILE m N � l� � SEE D AIOLN4 SEE DETAIL 5 � m ' � DETAIL 1 � � � � � LATERAL GRASSED SWALE / ( Not fo Smle) 2' LATERAL �� i % GRA 5ED SWALFi� b SEE �ETAIL 1 Noro,a� �� \ i S= 9% � / .�� ,� ^ Ground 3.� - D ,�.1 �„ht. Sllope L = 2 5' , �'' ES . 200 CY DE � � N I«I � �� ' /� Min. D= 1.0 Ft. Q� 6= 2.0 R. � �� 6= 5.0 Ft. / � � ,� FROM -L- STA. 13+75 TO STA. 14+97 RT � � � m ,' / � ,� DETAtL 2 SPECIAL LATERAL BASE DITCH ( Not to Scale) No}ural � o� � Fill Grour,d 3�� p 3�' o�ye� Slope F� � B I Min. D= 1.0 Fi. ~ 8= 2.0 Ft. 97C • = PUE —Q- ; - - - - DETAIL 4 RIP RAP AT EMBANKMENT ( Not }o Scale) 10'min. ► Ditch �� .0'min. � Grade � 1'S Type of Liner= Class "I" Rip-Rap FROM -L- STA. 14 + 85 TO STA. 15 + 00 RT DETAIL 5 TOE PROTECTION ( Noi fo Scale) �e� �\O Nafural 3., °\S\OPe Ground b F� �d d = 1.0 Ft. � 6= 3.0 FT. Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 16 + 25 TO STA. 16 + 75 LT FROM -L- STA. 15 + 55 TO STA. 16 + 15 RT SEE SHEET 6 FOR -L- PROFILE FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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- 14+30 to 14+90 RT 1@ 70' CSU Bridge 0.02 0.01 0.01 0.02 -L- 14+50 to 14+90 LT 1@ 70' CSU Bridge < 0.01 45 -L- 15+00 to 15+10 RT 1@ 70' CSU Bridge < 0.01 < 0.01 15 25 -L- 15+20 to 16+20 RT 1@ 70' CSU Bridge 0.03 0.02 0.03 TOTALS*: 0.05 0.01 0.03 0.05 < 0.01 < 0.01 15 70 0 *Rounded totals are sum of actual impacts NOTES: Permanent Wetland Impacts = 0.09 Ac Temporary Wetland Impacts = 0.05 Ac Permanent Stream Impacts = 15 Ft Temporary Stream Impacts = 70 Ft 2016 09 09 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1@ 70' CSU Bridge -L- 14+50 to 15+00 LT X 250.0 130.0 380.0 1@ 70' CSU Bridge -L- 14+30 to 15+00 RT X 1910.0 1345.0 3255.0 1@ 70' CSU Bridge -L- 15+20 to 15+80 LT X 250.0 150.0 400.0 1@ 70' CSU Bridge -L- 15+20 to 15+70 RT X 1660.0 970.0 2630.0 TOTAL: 4070.0 2595.0 6665.0 0.0 0.0 0.0 0.0 0.0 NOTES: Total Buffer Impacts = 0.15 Ac Rev. SEP 2016 Rev. May 2006 Rev.Jan 2009 � �j�� , Norch Carolina Department of Transportation Sti)1't73tiVrd1P'F Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �'-�---• (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.86 TIP No.: SF-970016 County�ies): Wilson Page 1 of 2 General Project Information WBS Element: 17BP.4.R.86 TIP Number: SF-970016 Project T pe: Brid e Replacement Date: 2/19/2018 NCDOT Contact: Paul A. Jordan, PE Contractor I Desi ner: TGS En ineers Ben Hene ar, PE Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Ralei h, NC 27603 Phone: 919-707-6729 Phone: 919-773-8887 ext. 123 Email: a'ordan ncdot. ov Email: bhene ar t sen ineers.com Cit ITown: Stantonsbur Count ies : Wilson River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.13 Surroundin Land Use: Forest, Cropland, and Rural Residential Proposed Pro�ect Existin Site Pro'ect Buiit-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: Two 10' paved travel lanes with 3' paved shoulders (5.5' with guardrails). Two 10' paved travel lanes with 3' grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 310 Year: 2016 Existin : 310 Year: 2016 General Project Narrative: Replacement of Bridge No. 970016 on SR 1632 (Pelt Rd.) over Ivy Swamp in Wilson County in Stantonsburg, NC. The proposed 70' long by 33" wide single-span bridge would (Description of Minimization of Water replace the existing 53' long by 24' wide three span bridge. The proposed grade will be about 9' above existing ground within the vicinity of the bridge and roughly matching Quality Impacts) existing ground outside of the bridge. Bridge No. 970016 is within the Neuse River Drainage Basin and shall adhere to the Neuse Buffer Rules. The proposed bridge will have no direct discharge into Ivy Swamp. Stormwater runoff from the west approach of the proposed bridge is to flow to two traffic bearing grated inlets on both sides of the roadway where it will be diffused with a riprap pad at the proposed pipe outlet. All proposed runoff is discharged as far away from the stream and at the lowest velocities as practicable. The proposed deck runoff will outlet outside of buffers, and grass swales will treat proposed ditches where applicable. Waterbody Information Surface Water Body (1): Ivy Swamp NCDWR Stream Index No.: 27-86-10 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) (NSW) Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justifcation in the General Project Narrative) General Project Narrative) 1[s�;k Y�r'7W Nor[h Carolina Department of Transportation �` 5l (�Yt t 14 V�1?PC � , Highway Stormwater Program ��'� STORMWATER MANAGEMENT PLAN �`~- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.86 TIP No.: SF-970016 County�ies): Wilson Page 2 of 2 Swales Station & Coordinates Surface Base Front Back Dreinage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 5 -L- 14+g7 RT (�)Ivy Swamp 2.0 3.0 3.0 1.6 160 295 3.88°/ 0.9 1.9 1.1 2.0 No Yes 35.59412 / -77.84165 Additional Comments