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Home My WebLink About20180333 Ver 1_revised-buffers-WilsonBridge16_20180321C O � 0 .� . 0 i� m� 00 N� ,� �z \� N X= � � See Sheet 1A For Index of Sheets See Sheet 1 B For Conventlonol Plan Sheet Symbols See Sheet 9C-1 Through 1C-? For Survey Control Sheets �� WILS01�1 CO U1�lTY LOCATI011I: BRIDGE 1110.16 011I OVER IVY SWAMP 1632 (PELT ROAD) OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE 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. S'lwTC PROJ.NO. 17BP.4.R.86 17BP.4.R.86 0 N Q � O Z WA WA PERMIT DRAWING SHEET 1 OF 12 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepored For: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS ADT 2016 = 310 I000 Birch Ridge Dr., Ra(eigh NC, 27670 20 10 0 20 40 a gy; �� lOWpyy T = 6 �o TGS TGS ENGINEERS pH (919) 773-8887 Q�' Q�y� E�c� 706 HILLSBOROUGH ST CORP. LICENSE NO.: a@ V= 55 MPH LENGTH ROADWAY TIP PROJECT 17BP.4.R.86 = 0.115 mile suiTe zoo � �o PLANS m o-oz�s o � LEIVGTH STRUCTURES TIP PROJECT 17BP.4.R.86 = 0.013 mile RALEIGH, NC 27603 srcxarunE: �� D 2 � j Q Q 2 � QO 2078 STANDARD SP6C7F7CATIONS q TOTAL LENGTH TIP PROJECT 17BP.4.R.86 = 0.128 mile NYA K. BOAYUE, PE ROADWAY DESIGN a � RIGHT OF WAY DATE: rno/scz ExcrNeER PROFILE (HORIZONTAL) FUNC CLASS = ��$ ENGINEER ��p QOQ�Q PAUL SCHULKEN, EI 4 Z O 4 g LOCAL—RURAL PROJECT DESlGN ENG7NEER �� ppQ�go SUBREGIONAL TIER z,ETTING DATE: RqCHEL EVANS, PE PROFILE (VERTICAL) �ylpi8 rno�ECT E,vcrNEsa p,g, NCDOT DNISlON 4 S7GNAT[IRE: i i � DENOTE$ FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING �DENOTES IMPACTS IN $URFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER WETLAN D& STREAM IMPACTS I " V � ��/ / ;//� �� L / � m � /�m �ti �� / �� m � CLASS 'll' R STRUCTURE PAY ITEM �/ � � �� / � � ,' / m �ti STEPHEN BEAMAN A g2 � m%� (. WIFE DONNA BEAMAN 2 \ �—m � DEED BOOK FOUND � ~ / � �� \ - i ROCK PLATING B� �� ST.�3 TON�� CLA55 'll' RIP-RAP / � GEOTEXTILE EST. 40 SY �m �, � �� EST. 10 SY SEE NOTE 1 THIS SHEET � �a� CLASS 'll' RIP-RA i � O N �M � O z DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( No} to scale) Nafural � o� Fill Ground 3.� p 3�' oy�e< Slope F� �.I Min. D= 1.0 FT. To 0.0 Ft. B= 0.0 Ft, to 8.0 Ft. PROIECT REFERENCE NO. l7BP.4.R.86 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER =ROM -L- STA. 16+00 TO STA. 16+25 LT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED T TGS ENGINEERS -L- CURVE DATA EN�iNppgs 706 HILLSBOROUGH ST. SUITE 200 P� Sf0 �8'�'2Q.�[i � RPH (9 g) 773 88803 p= 3' 09' 10.2' fLTI CORP. LICENSE NO.: C-0275 D = l' 25' 08J' L = 2222a T = lllJ3' R = 4,038A0' RONALD B,LANCASTER ET ALL N DB 1746 PG 41 ; � END PROJECT 17BP.4.R.86 N VAR. WIDTH SPEC. LATERAL BASE DITCH � -L- POT STA. 18 + 33.00 SEE DETAIL 3 END ROAD CONSTRUCTION / -L- POT STA. 17+00.00 TB—�T� -- I STRUCTURE / J / - P 2' SPEC. LATERAL / 81�81 �� i PAY ITEM �j o � BASE DITCH �TB i .�Q, , � p�F SEE DETAIL 2 ppUEp O _\ \ O � � - �81 � - � �� '�_,_� �� c c � S.( � "' "' � im- _ - - - � p - -- / _ � � + - - � � l `� M ----____ � i'� _ � � �, �� v � - - - � � � � f��l Ilj` W H W N o � = I o 0 0 o ra 1 H J � N (T � W _ r - N W L� _ Z � L � F -� _ � ----___ � � -,/�' —� * * * *� ** *� *,a� * * _ *�,* � * �r — - � - I - - -- - � - �F� - - � - �� m F/� - - -- �� - - - � �� III v _ - - - - - - � -- - -- — - - - � � F � =� �. TB 2GI - - - - - � � - - — - - - - - S 77' 2/' 17.2' E o x T-- — _`�'-"' TB 2G1 N � � m 'I � �; pUE � P E —`�� 'I �'J � N m ; RIP-RAP EMBA N ^ CLASS 'I' IP-RAP % EST 20 ONS m N I� SEE D AIL 4 m � P E RM I T D RAW I N G GRA T D LSWAL �m / � S H E ET 4 O F 12 �EE 25��A�� , �,, m o E S . 2 0 0 C Y D E / i � ! 3 m ' / � � � c o � �Q) N � / ` NOTE 1: � USE ROCK PLATING / � os AT -L- STA. 14+42. �TO STA. 14+ 1(00�, / LEFT. USE ROCKING PLATING DETA(t NO. 2 z` OF ROADWAY STANDARD DRAWI� NO. 2J%5 1 N cym / m - - - - - - � W ,,-----F - - g 7 � •� -�' — � / � , � F- - - - - E _�-o - -- - F ' F F- �",�.-� � . - - -. � ��. . > �� . - � _ � �� A L � - ��`� 4 i� * *' DUE PUE—P RIP RAP AT EMBANKMENT UE — ( No} }o Scale) — pUE 10'min. PUE UE— Grade � 0'min. �.5� �PUE—e��ONALD Bo LANCAS- H�� P� DB 1746 P TOE PROTECTION � Type of Liner= Class "I" Rip-Rap CLASS 'B' RIP-RAP ENT EST 25 TONS FROM -L- STA. 14+85 TO STA. 15+00 RT GEOTEXTI LE EST 60 SY SEE DETAIL 5 DETAIL 1 LATERAL GRASSED SWALE ( Not }o Scale) �Natural Fill Graund `?'7 p g•� 1"ht. Slope � Min. D= 7.0 FT. B= 2.0 Ft. b = 5.0 Ft. FROM -L- STA. 13 + 75 TO STA. 14 + 97 RT DETAIL 2 SPECIAL LATERAL BASE DITCH ( Nof To Scale) No}urol � or Fill Ground 3�� p 3�'��iye� Slope F � Min. D= 1.0 FT. B = 2.0 FT. DETAIL 5 TOE PROTECTION ( Not to Scale) ,�e� �\O t e Natural g��S�O� Ground � � �d d= 1.0 Ft. b= 3.0 FT. Geotextile Type of Liner= Class 'B' Rip-Rap =ROM -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-?? � 6 � N � w �' � a � DENOTE$ FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING �DENOTES IMPACTS IN $URFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER WETLAN D& STREAM IMPACTS I STEPH�,N BEAMAN AT,� g2 � WIFE DONNA BEAMAN 2 DEED BOOK FOUND ROCK PLATING BZ � CLASS 'll' RIP-RAP � EST.40 SY SEE NOTE 1 THIS SHEET TB—�TB II 81—�=-�i�— 81 �� TB � O 81 _-�\ p - � _ � V S.( _ � �_ � i + — � � �� M ------___ � _��ri �� - - - - l , �� _ - PE'I Il, W H W N o � 2 I o 0 0 o r,� I H J � N (T � W N Z --I _ � 1 = � � F - - - - � �� _ - � � -9c a �Ic �k �k �k �k �k �k *;�w * * � *�,* � * V � ' � � � Q�� m /�� / /�m �� ; �� ,� / ��m � � CLASS 'll' RIP- P �� STRUCTURE PAY ITEM �� l( � � i � � / j� � m �^/ �n m% f � � , � m /��/ / � �� m�� i � \ / CLASS 'll' RIP-RA �' �� STRUCTURE � � PAY ITEM �� Cij� o `--� /� � � m � CLASS B RIPRAP EST.3 TON GEOTEXTILE EST. 10 SY O N 4 M � O Z DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( No} to scale) Nafural � o� Fill Ground 3.� p 3�' oy�e< Slope F� �.I Min. D= 1.0 FT. To 0.0 Ft. B= 0.0 Ft, to 8.0 Ft. PROIECT REFERENCE NO. l7BP.4.R.86 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER =ROM -L- STA. 16+00 TO STA. 16+25 LT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED T TGS ENGINEERS -L- CURVE DATA EN�iNppgs 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 Pl Sta 18+24.08 � PH (919) 773-8857 p= 3' 09' 10.2' fLTI CORP. LICENSE NO.: C-0275 D = l' 25' 08J' L = 2222a T = lllJ3' R = 4,038A0' RONALD B,LANCASTER ET ALL N DB 1746 PG 41 * � END PROJECT 17BP.4.R.86 N VAR. WIDTH SPEC. LATERAL BASE DITCH � -L- POT STA. 18 + 33.00 SEE DETAIL 3 END ROAD CONSTRUCTION / -L- POT STA. 17+00.00 _ 2' SPEC. LATERAL i P BASE DITCH p�F SEE DETAIL 2 p pUE p / � � � / � c c � - � ; - _ /_ ��\ P� .- � � - - -' ~ _� i _ _ _ �- - F - - - - ml , � LC � �� n� / - ��-_ �� O� � � � � � � , �I i � � � v ao �/ �� - �� ` ;' ��& III � _ ` _ - � _ - � - - - - - - - �� - � � - -- - -- - _ __ _ _ _ _ _ _ _ _ _ \�� _ _-- _ _ _ _ _-�- _ _ _ m -�� r TB 2GI - - - - - � � - - — - _ _ - S 77' 2/' 17.2' E o x TB 2G1 `O ~ —. N In pUE � P E -�� -J � N m ; RIP-RAP EMBA N ^ CLASS 'I' IP-RAP m � ; EST 20 ONS N � i� SEE D AIL 4 m �' % %" � ; � P E RM I T D RAW I N G GRA T D LSWAL � � � S H E ET 5 O F 12 LEE 25E�TAIL 1 /�, m o ES . 200 CY DE / % 3 m / � / � /, � o � � �Q� NOTE 1: � USE ROCK PLATING � �� os AT -L- STA. 14+42. �TO STA. 14+ 1(00�, / � LEFT. USE ROCKING PLATING DETA(t NO. 2; z` OF ROADWAY STANDARD DRAWI� NO. 2,75 1 _ _ _ _ _ _ _ _ _ _O _ W _ _ _ _ _ _ _ _ --_—_� — _ _ _ . _ ,-- 97C �- � �� : = b�-== „ � - _ �� //F �� —�� _.\ _ Y - — .... -. y ---_ . � F � F.� - P F- � �.. �.-� . . � v �;-. '1-. �"1-�_� �. - r� - .�„ - � _ - _ „��": - - - - - � - - - � PV � . � '� �� DETAIL 4 �� * *' DUE PUE—P RIP RAP AT EMBANKMENT UE - ( No} }o Scale) - pUE PUE 10'min. UE- Di}th 1.0'min. 1.5' �PUE—e��ONALD Bo LANCAc HLL Grade � Pu l DB 174E � � TOE PROTECTION � Type of Liner= Class "I" Rip-Rap CLASS 'B' RIP-RAP ENT EST 25 TONS FROM -L- STA. 14+85 TO STA. 15+00 RT GEOTEXTI LE EST 60 SY SEE DETAIL 5 DETAIL 1 LATERAL GRASSED SWALE ( Not }o Scale) �Natural Fill Graund `?'7 p g•� 1"ht. Slope � Min. D= 7.0 FT. B= 2.0 Ft. 6= 5.0 Ft. FROM -L- STA. 13+75 TO STA. 14+97 RT DETAIL 2 SPECIAL LATERAL BASE DITCH ( Nof To Scale) No}urol � or Fill Ground 3�� p 3�'��iye� Slope F � Min. D= 1.0 FT. B = 2.0 FT. DETAIL 5 TOE PROTECTION ( Not to Scale) ,�e� �\O t e Natural g��S�O� Ground � � �d d= 1.0 Ft. b= 3.0 FT. Geotextile Type of Liner= Class 'B' Rip-Rap =ROM -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 i i 0 � � 0 0 �\\\\\\ ALLOWABLE IMPACTS ZONE 2 II STEPHEN BEAMAN A ��g2 2� WIFE DONNA BEAMAfv DEED BOOK FOUND ROCK PLATING BZ � CLA55 'll' RIP-RAP � EST.40 SY �\\ \ ET SEE NOTE 1 THIS SHE TB —� 81--,--�i�— 81 �� TB- � o � ` e.� — t � --= a.�� + - - �� M --___ F � � �� , , - v � - - - —�� , ��in; W H W N � �� 2 I o 0 0 o r.� � H J � N (T I — _ W _ r , – W W �� N Z J � � _ _ _ _ _ _ _ _— (� � I� � ' _ ----____� � ,', �� , � , v 7 �= � 1d�: i ; % BUFFER IMPACTS � V � � � / / // . // �� / � m � /�m �ti �� / � � � � � � � CLASS 'll' RII STRUCTURE PAY ITEM �� ' � ' N / m �n mi/ I '; _m � / � / � / � hm/ / % < �� /,�b CLASS 'll' RIP RA � � STRUCTU RE PAY ITEM �� ,C�j o �--� � , � - �� L� _, , m : \ J ; � _ -- m� � � �� - - � � �'� �'f�fB�� u �� - '- _ �f �� -- . _____ _ _ �`-�—�_ � TB 2GI - I �—� J;��I � TB _2G1 � �m X -� � , _ m I � �- �I J �i I �----- I�A / F , " UE��DUE—r � � ',_ � ','_ 0�� / ��E��--DUE � � ru� = P�—i:-- pUE —` [ P E —8� i � �'J N ' y � m �; �N ^ � � �' 7 m P E RM I T D RAW I N G 2- LAT RA� �m � GRA ED SWAL S H E ET 8 O F 12 SEE ETAIL 1 S= 9% .m L= 25' � ES . 200 CY DE i l m i �� NOTE L• � / USE ROCK PLATING - � �� AT -L- STA. 14+42. �TO STA. 14+ 1(00�, / LEFT. USE ROCKING PLATING DETA(t NO. 2 OF ROADWAY STANDARD DRAWI� N0.2,75 1 ti m �/ � CLASS B RIPRAP EST.3 TON GEOTEXTILE EST. 10 SY � O N �M � O Z DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( No} to scale) Nafural � o� Fill Ground 3.� p 3�' oy�e< Slope F� �.I Min. D= 1.0 FT. To 0.0 Ft. B= 0.0 Ft, to 8.0 Ft. FROM -L- STA. 16+00 TO STA.16+25 LT -L- CURVE DATA Pl Sta 18+24.08 p= 3' 09' 10.2' fLTI D = l' 25' 08J' L = 2222a T = lllJ3' R = 4,038A0' RONALD B,LANCASTER ET ALL m� DB 1746 PG 41 VAR. WIDTH SPEC. LATERAL BASE DITCH SEE DETAIL 3 � 2' SPEC. LATERAL � P� BASE DITCH p�F SEE DETAIL 2 � � � ` � ��_ _ - \�� , - jOOF- , - �, - -- � - -�, / \ > � �� - - - - - - � � F - _ _ _ _ _ _ _ _ N N S 77' 2/' 17.2' E o x i — — — — — — � tH ___. •� , -./ //// — . . . . . .. __ (l._� � �W �� _ �i � i,� ,�, � - � �� L = � ��' � ,._,� � _ � — PROIECT REFERENCE NO. l7BP.4.R.86 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS EN�iNEERs 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8857 CORP. LICENSE NO.: C-0275 1 END PROJECT 17BP.4.R.86 -L- POT STA. 18 + 33.00 END ROAD CONSTRUCTION / -L- POT STA. 17+00.00 �PUE� � � � -_ - - 97C . • ... . . - _ -- _ , T , -, A L E __�p 4 � P RIP RAP AT EMBANKMENT �/ I j1 E�DUE� — pUE — ( No} }o Scale) � " — pUE 10'min. UE�p�U� c Di}th 1.0'min. 1.5' �/� —PUE��QNQL� Uo LQNCQJ HLL Grade � P� DB 1746 P TOE PROTECTION � CLASS 'B' RIP-RAP RIP-RAP EMBAN ENT EST 25 TONS CLASS 'I' IP-RAP GEOTEXTILE EST 20 ONS EST 60 SY SEE D AIL 4 SEE DETAIL 5 DETAIL 1 LATERAL GRASSED SWALE ( Not }o Scale) �Natural Fill ^ Graund 3.7 p g.� 1„ht. Slope m N I B.I / /v Min. D= 7.0 FT. m B= 2.0 Ft. / b = 5.0 Ft. FROM -L- STA. 13 + 75 TO STA. 14 + 97 RT DETAIL 2 SPECIAL LATERAL BASE DITCH ( Nof To Scale) No}urol � or Fill Ground 3�� p 3�'��iye� Slope F � Min. D= 1.0 FT. B = 2.0 FT. Type of Liner= Class "I" Rip-Rap FROM -L- STA. 14 + 85 TO STA. 15 + 00 RT DETAIL 5 TOE PROTECTION ( Not to Scale) ,�e� �\O t e Natural g��S�O� Ground � � �d d= 1.0 Ft. b= 3.0 FT. Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 16+25 TO STA. 16+75 LT FROM -L- $TA. 15+55 TO $TA. 16+15 RT SEE SHEET 6 FOR -L- PROFILE FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? i 0 3 � 0 0 �\\\\\\ ALLOWABLE IMPACTS ZONE 2 STEPH�,N BEAMAN A� ��g2 � WIFE DONNA BEAMAr� 2 DEED BOOK FOUND ROCK PLATING BZ � CLASS 'll' RIP-RAP � EST.40 SY SEE NOTE 1 THIS SHEET TB—�Te 81—�=-�= 81 � ;' � , � � �\ �� Tg O \81 _ Q — _ � �n _ � S1 _ �. �- - �, � �,, , + - M------_-_-- ' O `�, � - � � � - - - - l '� �� PfTlll, W H W N o � 2 I o 0 0 o r,� i H J � N (T � W N Z —� - = 1 ' U- �� '�� F -lfl , � I Y � ____�� I � �� — — �� '� _� 0 � � ��_ �_� I , BUFFER IMPACTS V � ' � � � Q�� m /�� / /�m �� ; �� ,� / ��m � � CLASS 'll' RIP- P �� STRUCTURE PAY ITEM �� / I .�s� � � � '� � � ' N i' i °� �ti �n m% f � / , � m /��/ / � �� m�� / i \ � �� CLASS 'll' RIP-RA STRUCTURE � � � PAY ITEM �� CijJ 0 i �� .�;� �- / m ,� � � � \ - A - mi � � � � � � � � �ji I �� - - � � `,'f�R� III �� ,il _r___ - _ _ ��—�_ � � � m - � � �'� � � _ .. �� c1�� \, m i � � _� � � I�A / F , " UE��DUE--� �_ � ' '" pv�� E�—DUE � ' � _ __.-- PU� �— P y�i �.-- PUE — `- P E �7 i �� N / m y�; �N ^ '� ; 7 N ' ;� m �' % P E RM I T D RAW I N G 2' LP'T RAL % �� GRA ED SWAL � � SEE ETAIL 1 SHEET 9 OF 12 L= 25/� ;" m i ES . 200 CY DE / m / �, �� i � / �� NOTE 1: USE ROCK PLATING � �� AT -L- STA. 14+42. �TO STA. 14+ 1(00�, / LEFT. USE ROCKING PLATING DETA(t NO. 2; OF ROADWAY STANDARD DRAWI� N0.2,75 1 � TB 2GI � _ _ TB 2G1 � CLASS B RIPRAP EST.3 TON GEOTEXTILE EST. 10 SY O N Q M � O Z DETAIL 3 VAR. WIDTH SPECIAL LATERAL BASE DITCH ( No} to scale) Nafural � o� Fill Ground 3.� p 3�' oy�e< Slope F� �.I Min. D= 1.0 FT. To 0.0 Ft. B= 0.0 Ft, to 8.0 Ft. FROM -L- STA. 16+00 TO STA.16+25 LT -L- CURVE DATA Pl Sta 18+24.08 p= 3' 09' 10.2' fLTI D = l' 25' 08J' L = 2222a T = lllJ3' R = 4,038A0' RONALD B,LANCASTER ET ALL m� DB 1746 PG 41 VAR. WIDTH SPEC. LATERAL BASE DITCH SEE DETAIL 3 ��j _ V 2' SPEC. LATERAL "7'r� BASE DITCH / p�F SEE DETAIL 2 T � � � �/ \ / - \�� , - jOOF- 7�_ _ -- ; - �, -� � � _ � / _ - - - - ��<�\ F - - - - - -� / _ _ _ _ _ _ _ _ N H S 77' 2/' 17.2' E o X/ PROIECT REFERENCE NO. l7BP.4.R.86 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS TGS ENGINEERS EN�iNEERs 706 HILLSBOROUGH ST. SUITE 200 � RALEIGH, NC 27603 PH (919) 773-8857 CORP. LICENSE NO.: C-0275 1 END PROJECT 17BP.4.R.86 -L- POT STA. 18 + 33.00 END ROAD CONSTRUCTION / / -L- POT STA. 17+00.00 �PUE� � � — . I _ � - - - - - - - �� _ W — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ---F _ 97C ,- � -- -rH --- •� /; ��— -- �_ _ � � ` � ..F .= — Y ,� --- _ . � � �" � �-i , � �;g�� —�� _\ _" T�; �°�—��'�— _ _ PUE��—� i"w 'O� � �VC �. ,�, ^'" / � � �, '' _� PUE ��- pUE -�- 'U` �� --- \ ' � '� �� DETAIL 4 �� DUE �� RIP RAP AT EMBANKMENT :— — pUE ( No} }o Scale) — pUE PUE 10'min. UE— Di}th 1.0'min. 1.5' �PUE—e��ONALD Bo LANCAc HLL Grade � l DB 174E \ � TOE PROTECTION � CLASS 'B' RIP-RAP RIP-RAP EMBAN ENT EST 25 TONS CLASS 'I' IP-RAP GEOTEXTILE EST 20 ONS EST 60 SY SEE D AIL 4 SEE DETAIL 5 DETAIL 1 LATERAL GRASSED SWALE ( Not }o Scale) �/ Natural Fill ^ Graund 3.7 p g.� 1„ht. Slope m N I B.I / /v Min. D= 7.0 FT. m B= 2.0 Ft. � � 6= 5.0 Ft. FROM -L- STA. 13+75 TO STA. 14+97 RT DETAIL 2 SPECIAL LATERAL BASE DITCH ( Nof To Scale) No}urol � or Fill Ground 3�� p 3�'��iye� Slope F � Min. D= 1.0 FT. B = 2.0 FT. Type of Liner= Class "I" Rip-Rap FROM -L- STA. 14 + 85 TO STA. 15 + 00 RT DETAIL 5 TOE PROTECTION ( Not to Scale) ,�e� �\O t e Natural g��S�O� Ground � � �d d= 1.0 Ft. b= 3.0 FT. Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 16+25 TO STA. 16+75 LT FROM -L- $TA. 15+55 TO $TA. 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 � � 1 � 1 � � � 1 1 � � � � � � � � • � � � � � � � �� ■�•� • • • � • • • ` • • • � � • '• • '• :' � ■. • 1 : • � - � 1 • 11 -�- 1 1 1 1 :1 1 __- . , : .. _ . , . „ . �a� . , . . , �� . , : .. _ , . :, �e� , , . , . „ , �� . � : .. - � . � - -�- .. � � • , � . � � __- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- -_-_____- • � - �� • � ... � �� NOTES: Total Buffer Impacts = 0.15 Ac Rev. SEP 2016 Rev. May 2006 Rev.Jan 2009 k li�%I l�t'�n' North Carolina Department of Transportation , �,li)1'll]tivatPf 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 Type: Bridge Replacement Date: 2/19/2018 NCDOT Contact: Paul A. Jordan, PE Contractor / Designer: TGS Engineers (Ben Hene ar, PE Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Raleigh, NC 27603 Phone: 919-707-6729 Phone: 919-773-8887 ext. 123 Email: a'ordan@ncdot. ov Email: bhenegar t sen ineers.com Cit ITown: Stantonsburg Count ies : Wilson River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.13 Surrounding Land Use: Forest, Cropland, and Rural Residential Proposed Pro'ect Existin Site Pro'ect Built-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): Design/Future: 310 Year: 2016 Existing: 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 justification in the General Project Narrative) General Project Narrative) �::: :.� k{j�k��:'�1�, North Carolina Department of Transportation S l Ul'1 YY4Y'c14PC 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 Count ies : Wilson Pa e 2 of 2 Swales Station & Coordinates Surface Base Front Back Drainage 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 it H:1 H:1 ac ft ft °/a cfs f s cfs f s Used Buffer Rules? 5 -L- 14+g7 RT (1)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