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HomeMy WebLinkAbout20190118 Ver 2_340050_Permit_Drawings_20190108_20190402\ Highway North Carolina Department of Transportation <�~ � Stormwater ���j =1 ,,,,,,,,�,,, Highway Stormwater Program ; STORMWATER MANAGEMENT PLAN �='"% (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.66 TIP No.: County(ies): Franklin Page 1 of 1 General Project Information WBS Element: 17BP.5.R.66 TIP Number: Project Type: Bridge Replacement Date: 1/8/2019 NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: K le Stoffer, EI Address: NCDOT Hydraulics Unit Address: HDR Engineering, Inc. 1590 Mail Services Unit 555 Fayetteville Street, Suite 900 Ralei h, NC 27560 Ralei h, NC 27601 Phone: 919 707-6703 Phone: 919 900-1632 Email: mslauffer ncdot. ov Email: k le.stoffer hdrinc.com Cit /Town: Louisbur Count ies : Franklin River Basin s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.114 miles Surrounding Land Use: Low Residential, Wooded Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.28 ac. 0.25 ac. Typical Cross Section Description: Pete Smith Road (SR 1412): 2 paved lanes (total 20' wide), 4' shoulder on each side (7' Pete Smith Road (SR 1412): 2 paved lanes (total 18' wide), 5' shoulder on each side with guardrail). Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 920 Year: 2025 Existin : 460 Year: 2013 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Franklin County Bridge #50 on Pete Smith Road (SR 1412) over Devils Cradle Creek. The (Description of Minimization of Water existing structure is a six span bridge (1 @10'2"; 1@10'3"; 1@9'6"; 1@10'6"; 1@14'9"; 1@15'5") and is a timber deck on I-Beams supported by timber caps on timber piles for Quality Impacts) the interior and end bents. The proposed structure is a single span (1 @90'), 33" box beam with 4' deep caps. This structure has been designed to have as little environmental, wetland, and surface water impacts as possible. 2:1 roadway fill slope will be used in the wetland areas to minimize wetland impacts. Geotextile and Class II rip-rap was utilized for bank stabilization to reduce stream bank erosion along the north and south bank of the channel underneath the bridge. To avoid direct discharge of bridge storm water into the receiving water, deck drains are not required for the proposed bridge. Storm water impacts to the stream have been minimized by utilizing grated inlets and pipes to collect bridge storm water and use rip rap outlet protection at 13+75 RT to dissipate energy to provide a diffuse flow (non-erosive sheet flow) in a wooded area. This diffuse flow will run for a distance of 10'+/- in a special cut ditch before entering the buffer. At the same (SE) quadrant an existing roadside ditch has outlet at 14+07 RT and will be turned out with a non-erosive outlet velocity. This diffuse flow runs for a distance of 40+/- before entering the stream. At the SW quadrant there is an existing ditch that outlets at 13+99 LT with a non-erosive outlet velocity . The roadway is in fill section and runoff discharges as sheet flow off the pavement through grassed shoulder and fill slope or wooded area to remove pollutants via infiltration and settling before entering the wetland or buffer on the west side of the road. In the NW quadrant, there is an existing ditch that outlets at 15+13 LT with a non-erosive outlet velocity. This ditch will be retained and lined with toe protection along the fill slope. At the NE quadrant an existing roadside ditch has outlet at 16+90 RT with a non-erosive outlet velocity. This diffuse flow runs for a distance of 20+/- before entering the wetland on the northeast side of the bridge. This ditch will be retained. Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. Waterbod Information Surface Water Bod 1: Devils Cradle Creek aka Flatrock Creek er NCDEQ DWR NCDWR Stream Index No.: 28-78-1-12 NCDWR Surface Water Classification for Water Body Prima Classification: Class B Supplemental Classification: NSW : + Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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) V �O . � � I � � � � � " I ' �� " I ' I : (�> I � \ (�) I'� " I ' I-I � �1 I'� (�) I . I \ �� Il�l ��l�l(�)\ (�)I� I-I l� il-I "�.�1 ��� FRAI�I�Ll1� CO U1�1 T Y QPA1D 8CA'I'6 P&WBL•P B�C� NO. �� ROCdL A \ L�Jn �/ ��D�l'n��� � y�.� � �. .,��.� o.��, 17BP.S.R.66 PE 17BP.S.R.66 ROW /UTIL 17BP.5.R.66 CONST PERMIT DRAWING SHEET 1 OF 8 GLI LOCATI0IV: BRIDGE 1V0. 50 OVER DEVILS CRADLE CREEK ON SR 1412 (PETE SMITH ROAD) z sw �� _ ., � V W � � � � � � � O O W A .. � V � � O V P 2p11 g3 �N Np0 TYPE OF WORK GRADING, PAVING, DRAIIVAGE A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE -L- Sta. l4t/3.84 . � � �* • ,�� � �� •* *� * \ * \ �{l\\ \ ��"'�*----=�--'-`---�=--M-_ _ -- -L- --- -- PETE SM�H RD BEGIN APPROACH SLAB , � _i _ c+„ ie�nznn \ � m\ \� TO MOULTON w� � �� U � a END BRIDGE E D -L- Sta. 15+06J6 i � � �;'e'`� - - -; _ \ �.,�\� � * � � . I � �* I I � %O —' �THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) ,o s o ,0 20 PROFILE (VERTICAL) DESIGN DATA ADT (2013) - 460 ADT (2025) = 920 V = 55 MPH CLASS = LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.097 MILES LENGTH STRUCTURE TIP PROJECT = 0.017 MILES TOTAL LENGTH TIP PROJECT = 0.114 MILES Prepared in the Office of �ott �acDonald for DIVISI0IV 5 NORTH CAROL/NA DEPARTMENT OF TRANSPORT9TION 2018 STANDARD SPEC/FICATlONS RIGHT OF WAY DATE: TIMR EORDANRPE OCTOBER 24, 2017 JAMES RICE, PE LETTING DATE: xrnRnc�cs EncrxEEn JUNE 26, 2019 n NCDOT CONTACT.• LISA GILCHRIST, EI ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PLANS PREPARED BY: M PO Box 700 Fuquay-Vorino, NC 27526 (919)552-2253 MOTT (919) 552-2254 (Fax) MACDONALD www.mottmacco� meriws LICENSE NO. F-0669 �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 DETAIL A DETAIL B TOE PkOTECTION SPECIAL CUT DITCH INot�oswle� (N �ro S�ole� �F o For'ni 1��EP � � i cVi s�ov[ Na�ural �y'� � Slope aouNo d Ground 7�� p F\ �e� d= i Fi. ceo.ex.uE Min. D= 1 Ft. Type orLlner= aa:: B A�p-aap -L- STA.11+40 TO 13+75 RT -L- STA.11+50 TO 13+99 LT -L- STA.13+75 TO 1d+07 RT -L- STA.15+13 TO 16+85 LT -L- STA.15+71 TO 16+20 RT 1 FRANK D.BULLOCK BEG/N PROJECT /7BP: —L— P� Sta. ll-100.� — PG SYo.1Oi00.6U W000s � Hor+o smle7 3 m��. 2 YS GEOTEX�ILE Type of Linar= CL'll' Rip-Rap TOE SEE EST. EST. � � � * � � � � r� � '$ P 2�,� Np,o \ SEE ENLARGED— AREA ON SHEE 4A ECTION BANK STABILIZATION � q SEE DETAIL C EXCAVATION, RIP RAP EST.10 CY DDE LIMITS � EST.160 SY GEOTEXTILE � � � � \�l ���� � � � � � \�\�\ \i � r0\ '�' Rni�Rono I " * • �. x' � x� � ' *� " �. SPIKE � _�� � I —.�.r:r�Z71r.T.ls��'Z7'�� �—I�����i�'i% EI �I� MAi�BOX" ,1�.1 • — ' • �� EIP �lF ' X6 CHL X ' X � �� 1 � � R \ I II EXISTING DITCH �t?� � � �.'? �y� Li7 � E).STING DITCH �� � � � � GIN 58G� 1 Si �I ^�. ;� �i� -� 70 f�T� �I i � tP ti� I � �" � • 1 I �L— PT S�O.IZ"�'OO.� HTR • EST52 TONS RAP _ EST. 7 SY G TEXTILE r SPECIAL CUT DITCH SEE DETAIL B O CYNTHIA J. TABB 3 WENDELL '�. TABB HERBET HdND TTERSON JAN R. PATTERSON � UUINCY UU UISIf2UCtK AND IFE, VICKI LOU SIRUCEK E D PROJECT /7BP5.R.66 5926 —L— POC 570. l7+OOA0 TOE PROTECTION SEE DETAIL A EST.115 SV GEOTEXTILE g�:� �y000s i � —L— PT '� � � r i EXISTING DItCH i WOODS nOOD — — . /%/ � �E%ISTING DRCH � I I 2EMOVE EXIST. ;2�END eENTS N ENTIRETY PROTECTION DETAIL A 10 TONS RIP RAP 25 SY GEOTEXTI�E O (NO REFERENCE) ]�]LA�T ��E�' ��T]E � � , � � Y C � � � � 0 u Z L� � w w z �� �z Nw �� �o �_ �� LEGEND �DENOTES PERMANENT IMPACTS IN SURFACE WATER �DENOTES PERMANENT FILL IN WETLANDS -% -k iE -�F DENOTES MECHANIZED at �- * t CLEARING l0o O 50 100 SCALEe I"= 100' HORIZe ` � z �\ 1 \� � � � \ � �y000s� � � m _ �� � � ClASS II RIP RAP P TO ELEV.261.0 (NP.) (STRUCTURE PAY ITEM) BANK STABILIZATION SEE DETAIL C �EST.10 CY DDE EST.150 TONS RIP RAP E5T.170 SY GEOTE%TILE =— / —_ _- ,w- ���< =T� � � � � K/2 �E. — � � �'9BCE �y � �� r �� �- � .� _3, W. , ���5�,�E — fXISTING DITCM �/ �000s �2 E O MICHAAND �'IFEAUGHN CYNTHIA G. DEVAUGHN IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE DETAIL A TOE PROSECTION ��o��o �., oR 1�SlEP s�ov[ RouNo d F� d= 1 FI. �Eoi[xii�[ Type olL'iner= Class B Rip-Aap -L- STA.11+50 TO 13+99 LT -L- STA.13+75 TO 1d+07 RT -L- STA.15+13 TO 16+85 LT -L- STA.15+71 TO 16+20 RT DETAIL B SPECIAL CUT DITCH ,H ��o s�o�e, F,o � � ona� Na�ural Slope Ground 7�� F\ �e� D Min. D= 1 Ft. -L- STA.11+40 TO 13+75 RT � � _ O � \ 1 � \___ �� � � � FRANK D.BULLOCK \ � _ - - _ _ _ _ _ _ .. \ � � � - - - - BEG/N PROJECT /7BP: `' �esz � -' � � � ` -L- P� Sta. llf00.� I � � � � TD� PRO SfE DETP 2�,� '$y P N \ SEE ENLARGED AREA ON SHEE 4A' , '�----- � � � \ � , � � � — —6fOQ.(W 3s �� `� VYoo� � � � '—� —'--- �— ___ � � \ � m� � '------- -- � , � � � � � � �— --- -- — '� � � � _ � � � _ _ _ - _ - - ._ S 9 Z- , � .: _ _ _ � R i � ` ..S9Z______- _______---_. p� p - -_ � ' _ _ _ = - _ _ _ _ _ _ _ ' _ - _ _ _ - _ _ R SPRKE D --_ .::�� * � * * � � *Y �IE 3E �* �It 1 iE #`'L � # ._ ___ _ _.__ —_ _ .I312.T'i�� —�__� ��____�___"BLZ�_ .. S1�- E% �__ . - � � _ _ _ _ _ — _ _ - — _ _ _ _ _ — — _ � !z � _�_ — -- _ — � _.� _--- _--- - N 12'ON242'E —ie�esr: o _ _ --- �- -6LZ . - - - -.-- - - _ _. . SR.. � PELE 3 !rH R0� _ TE �_ .� — - - - � M2'��k "_�� a � > � � _ — — � � ' — _ .. P � x5' CHL x • x , — — _ — - -__' � �� --��' E — _ � � � �— I_.. � E%ISTING OITCH ,rv. �( �...\ ' �- f`� Qy / / / �.. - � r �,�r� y�� _ _ _ _ _ _ � —08Z — � _ .. � � � �� - I �' r,q, {� f�"� '^' � � STING DITCH INJ58,G / / — — I W�v T.:T �KI .� � � J��y � 70 T � / / -- -__--_ ----__ - _ -�_y- � � ,�'�\� `j'� �- \ \ - _______ __ ______��-___� I� � .�� � \ \ ��.. � • �\ � � i _ _ � _ _. ._ _ � _ _ � Z- ` ' _ - _ = _. ._ _ � - lf � \ \ �R . � . C LA$ $ \B R I R � � I 1 � � \ p� -- _------ , ', —'----------j�`'8Z; _�'—L— PT 57o.12-100.00 ��i ���� � � i id��`s�ri�sr°Nc� r�xTi��e � _ _ _ _ _ ' _ � � � _ _ ' _ _ _ _ — _ — — � � ` � — ' � � _! \ _ _ _ _ _ � �. `�6Z� _. I \ � ,' / f � \ -------__ � �� ------_ -- — . � . �dE iA'L�I�Tb�T�EH � '�------�� � � __- ___- � --.:r�' : I�>>ii�� i i c�io�rAi�t�� � > � � � =------- ��� �� \�--� ���� �� .... 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PATTERSON � � � � � � � � /i� � � ��. ���� ����i���i �� ' i� �� � \ � � ) � i i i� '-. � � ����_ /���i �� � ii� , � i i i i � - '���� � � � �\ \\ � / / / � � / i� � � i �� ��, .�,� i \ 1 I li i i�i�i/i� �� � ���i i ���� . 1 I � / �i�i/ii�'�� �; �i �i�%����� I I I � ti �/il //� /��i�� i�/iiii26�'� �% � � "t-Si i �ii�// _ -�- 1/ i i � i �� i_/ i� i i/iiiiii��� � ' �26 � ��� ,� , ' / / / / � / / / p��6 / � // � / / / / / / / i � �G�/ �� ' / ii i .. � - / i / / / / / / / / / / i � 2 � � � i i � � / / / / : �. . � � i � i i � , � � � � � , , , , ����������� — '— �� , � , � , :, , — - i ( \ \ \ O4 � � (NO REFERENC�) i 1 1 1 ]�]LA�T ��E�' ��T]E � \ � I � � � � 1 1 � � � / I � � � / �; � I ! � � � / i i i � � i i I\ 1 SEE DETAIL ILCIZATION � �--E5T.10 CY DDE � EST. 150 TONS RIP RAP � E5T.170 SY GEOTEXTILE UUINCY UU UI SIRUQtK I � I I I l� I l I I l� I AN� IFE, ��" I I I I l I I I I I I 1 VICKI LOU SIRUCrac I I I I I I � I I I I I � I 1 i 1 / / 1 I I ; I i �i �� 1 1 ii 1 � � � � . . �� / / / -y_��-- � \— � �\ �� �� � ��v� � , v �f�R�4� •\- �� 16�} ��������\���-'� ��m\` � �� �\E _ � '\� � � � � � 1 � � \ iEXTILE � \ r — \ � � � � � - � � \ � � � � �-� � ���` � 1 � � \ � I � �i V � _ � _ � �� 1� \ V � I � i i � . � �\ �\ � \ \ N�S �\ �\ � i I � / i , � � \\ \ � \ � � � � � � l�p / � 1 � � � \\ \� � I � I � I I � � MICHAEL D. DEVAUGHN � \ � � � \ � � � � � � � � � � AND �'IFE. ` � V � � � � A I � � � � � I �CYNTHIA G. DEVAUGHN� � � � � � 1 � I I � I � � � � � � V A �� � V I �I �I �� / / / \� m �� � � 1� �\ �� �� �� � � I I � �� � � . . � � � � \ I I � � � � � � � \\ 1 I �, � I .. .. . \� \� �� �\� \\������1�� �/ I IMPERVIOUS DIKE SHALL BE CONSIDERED � �� `� �� \� �� �� � �\�\�\�� � �\� � � � INCIDENTAL TO THE REMOVAL OF THE �\ `�\ �� � � � � � � ����� � � � � EXISTING STRUCTURE � � � � �� ���� ����` � � ���`� �, LEGEND u z � � w w z �� �z Nw �� �o �_ �DENOTES PERMANENT IMPACTS IN SURFACE WATER �DENOTES PERMANENT FILL IN WETLANDS -% -k iE -�F DENOTES MECHANIZED at �- * t CLEARING l0o O 50 100 SCALEe I"= 100' HORIZe , Ho„o ��a�e, 3'min. 2' YS GEOTEX�ILE Type of Linar= CL'll' Rip-Rap / / I / �� I ' 1 / / / / � I � i / / / / � � � � / / / / / I � � � � � � I � .. � / j i � i � � � �___ i � � � � � � 1 \ \ \ \ \ _ _ _ _ _ \ � \ � i-� � \� \� \� \ -----2� \ 6 � � � \ �-- ;, - � \ � \ _ _ _ - .. � `- ` �'---'� - LEGEND ����� %//�j � � � � �E �E �E �E � z � z � w w Z �� �Z Nw �� �o �_ DENOTES PERMANENT IMPACTS IN SURFACE WATER DENOTES PERMANENT FILL IN WETLANDS DENOTES MECHANIZED CLEARING �l�' �Al�l[s �lE�l�' l�' � ]F��$ ���� � 2��� �a� P N 40 0 20 40 SCALEe I"= 40' HORIZe LEGEND ����� %//�j � � � � �E �E �E �E � z � z � w w Z �� �Z Nw �� �o �_ DENOTES PERMANENT IMPACTS IN SURFACE WATER DENOTES PERMANENT FILL IN WETLANDS DENOTES MECHANIZED CLEARING �l�' �Al�l[s �lE�l�' l�' � ]F��$ ���� � 2��� �a� P N 40 0 20 40 SCALEe I"= 40' HORIZe V z � z � w z � �, z sw �� 0 _ 280 270 260 s � � 250 � �� = 240 � �' � �' , � 230 � � s � ; 220 � U � 210 � �' � 200 � _ � � 190 � , � JI �OO � i � � � 170 � 10 12 13 14 15 16 17 18 19 BO 70 60 50 40 30 20 10 �0 �0 30 70 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 P1tELI�vII�TARY F`LA�T�4 DO 'NO'C II�B FOR F,ON6'CRUya70N _,,, I, I, I, I, I, I, I, I, I,, I I I I I I I� J =����LETE �LA�� I DO A10'C UB6 FOA R/W A�,UU181140N PERMIT DRAWING SHEET 7 OF 8 SITE 1 V Z � Z � w Z � aw o� �� x 2eo zTo 260 a�o 31 a ,� � � .• a � 41 � � � � W W —_ __ _ '_ __ _. __ '_ I ��J EXIST _�EXIS— 1 _ I —_ _ __ __ �_ �_ -� __ �- _�, _ J_ _' `� .� � � �24�d.___—��_ �. _� �l_ IIIIIIIIIIII � , �, � � 16+50.00 � � � TLAND ----- _�_ __._ _ i �� � � � � Iw fR o.ozo o.ozo n' ��--. �—��� j/�"�� 225.13 ��__ _IG/.� � � '_.___'_'—__—'_'—___'_'___—_'____ 13 + 50.00 ] o — — 0 � 150 140 130 120 710 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 2eo z�o 26� �o 2ao �� 260 �o WETLAND PERMIT IMPACT 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) 1 -L- 11 +50 to 16+85 1@90'; 33" BOX BEAM 0.03 0.09 1 -L- 14+20 to 14+99 BANK STABILIZATION < 0.01 0.03 69.00 TOTALS*: 0.03 0.09 0.03 69.00 *Rounded totals are sum of actual impacts NOTES: Bank Stabiliztion permanent fill in wetlands = 0.0003ac September 2014 V �O . � � I � � � � � " I ' �� " I ' I : (�> I � \ (�) I'� " I ' I-I � �1 I'� (�) I . I \ �� Il�l ��l�l(�)\ (�)I� I-I l� il-I "�.�1 ��� FRAI�I�Ll1� CO U1�1 T Y QPA1D 8CA'I'6 P&WBL•P B�C� NO. �� ROCdL A \ L�Jn �/ ��D�l'n��� � y�.� � �. .,��.� o.��, 17BP.S.R.66 PE 17BP.S.R.66 ROW /UTIL 17BP.5.R.66 CONST PERMIT DRAWING SHEET 1 OF 7 GLI LOCATI0IV: BRIDGE 1V0. 50 OVER DEVILS CRADLE CREEK ON SR 1412 (PETE SMITH ROAD) z sw �� _ ., � V W � � � � � � � O O W A .. � V � � O V TYPE OF WORK GRADING, PAVING, DRAIIVAGE A111D STRUCTURE BUFFER IMPACTS PERMIT P 2p11 g3 �N Np0 TO MOULTON �THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) ,o s o ,0 20 PROFILE (VERTICAL) \ � m\ \� w� � �� U � a END BRIDGE E D -L- Sta. 15+06J6 i � � �;'e'`� - - -; _ \ �.,�\� � * � � . I � �* I I � %O —' DESIGN DATA ADT (2013) - 460 ADT (2025) = 920 V = 55 MPH CLASS = LOCAL SUB REGIONAL TIER BEGIN BRIDGE -L- Sta. l4t/3.84 . � � �* • ,�� � �� •* *� * \ * \ �{l\\ \ ��"'�*----=�--'-`---�=--M-_ _ -- -L- --- -- PETE SM�H RD BEGIN APPROACH SLAB , � _i _ c+„ ie�nznn PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.097 MILES LENGTH STRUCTURE TIP PROJECT = 0.017 MILES TOTAL LENGTH TIP PROJECT = 0.114 MILES Prepared in the Office of �ott �acDonald for DIVISI0IV 5 NORTH CAROL/NA DEPARTMENT OF TRANSPORT9TION 2018 STANDARD SPEC/FICATlONS RIGHT OF WAY DATE: TIMR EORDANRPE OCTOBER 24, 2017 JAMES RICE, PE LETTING DATE: xrnRnc�cs EncrxEEn JUNE 26, 2019 n NCDOT CONTACT.• LISA GILCHRIST, EI ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PLANS PREPARED BY: M PO Box 700 Fuquay-Vorino, NC 27526 (919)552-2253 MOTT (919) 552-2254 (Fax) MACDONALD www.mottmacco� meriws LICENSE NO. F-0669 �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 DETAIL A DETAIL B TOE PkOTECTION SPECIAL CUT DITCH INot�oswle� (N �ro S�ole� �F o For'ni 1��EP � � i cVi s�ov[ Na�ural �y'� � Slope aouNo d Ground 7�� p F\ �e� d= i Fi. ceo.ex.uE Min. D= 1 Ft. Type orLlner= aa:: B A�p-aap -L- STA.11+40 TO 13+75 RT -L- STA.11+50 TO 13+99 LT -L- STA.13+75 TO 1d+07 RT -L- STA.15+13 TO 16+85 LT -L- STA.15+71 TO 16+20 RT 1 FRANK D.BULLOCK BEG/N PROJECT /7BP: —L— P� Sta. ll-100.� — G a. o-i00.6U w000s R SPIKEAO � Hor+o smle7 3 m��. 2 YS GEOTEX�ILE Type of Linar= CL'll' Rip-Rap TOE SEE EST. EST. � � � * � � — � R � /Y� � � ��--�—. ... \ EAISTING DITCH WILL OUTLET HERE AND BECOME DIFFUSE FLOW BEFORE ENTERING THE STREAM V10=1.7 fps �NON-EROSIVE) ECTION BANK STABILIZATION � � q SEE DETAIL C RIP RAP EST.10 CY DDE � EST.160 SY GEOTEXTILE � � � � \�l � m � � � � � � � � � _ � � � � � _�� � I —.�.r:r�Z71r.T.ls��'Z7'�� �—I�����i�'i% ❑I E �I� MAILBOX" ,1�.1 • O ' — • �� EIP �� X5 CHL x ' X � �� 1 � � R \ I I EXISTING DITCH X �h �- �.'? �y � fi � ��� LJ E snH� oircn GIN SBG 1 Si �I ^�. ��I %-� 70 T � 0.5 cFs i I � N Vlq-Q.6 fps � !•EROSIVE) � 1 I —L— PT S�O.IZ"�'OO.� HTR • EST52 TONS RAP EST. 7 SY G TEXTILE r SPECIAL CUT DITCH SEE DETAIL B EXISTING DITCH WILL OUT T HERE AND BECOME DIFFUSE FLO OBEFORE ENTERING THE STR 2 V10=1.9 fps (NON-EROSIVE) CYNTHIA J. TABB 3 WENDELL '�. TABB HERBET HdND TTERSON JAN R. PATTERSON � '$ P 2�,� Np,o � SEE ENLARGED AREA ON SHEET 4A I I 2EMOVE EXIST. ;2�END eENTS N ENTIRETY PROTECTION DETAIL A 10 TONS RIP RAP 25 SY GEOTEXTI�E O (NO REFERENCE) ]�]LA�T ��E�' ��T]E � � , � � Y C � J ] ] 0 Z L� Z � W W Z �� �z Nw �� �o �_ �� l0o O 50 100 SCALEe I"= 100' HORIZe UUINCY UU UISIf2UCtK AND IFE, VICKI LOU SIRUCEK E%ISTING DITCH OUTLETS HERE AND BECOMES DIFFUSE FLOW BEFORE ENTERING THE STREAM V70= 1A fps (NON-EROSIVE) ED —L— )E PROTECTION '�.E DETAIL A ��T.115 SV GEOTEXTILE �,000s EXISTING DItCH " � i D / / _..—_—. ' / / ` � z �\ I \�B � � � \ �100D5� � � m _ � � � � -�- ri �ra. i< � �' LEGEND WOODS —gZ �— RI ZONE 1 g30FER —L— POT ( 1 ExiSrmG oirCn RIPARIAN BUFFER —BZ 2— ZONE 2 �20') �� ALLOWABLE IMPACTS ZONE 1 __ _ ��w� �BRIDGE) _�� —'�--�_ < � �T,L ALLOWABLE IMPACTS ZONE 1 SR � = �_ � �ROAD CROSSING) � �Z �7E �H� � �� �- � ��� � � � � �� ALLOWABLE IMPACTS ZONE 2 (BRIDGE CROSSING) , ._ ��� c � 3 W ' �` � ALLO ROAD ICROSSING) NE 2 fXISTING DITCM �/ �'OODS ETF EXISTING TRCINT ORTATION \ �"' Z E EXISTING DITCH OUTLETS HERE AND BECOMES DIFFUSE FLOW V10= 1.1 fps (NON-EROSIVE) ClASS II RIP RAP P TO ELEV.261.0 (NP.) (STRUCTURE PAY ITEM) BANK STABILIZATION SEE DETAIL C �EST.10 CY DDE EST.150 TONS RIP RAP E5T.170 SY GEOTE%TILE O MICHAAND �'IFEAUGHN CYNTHIA G. DEVAUGHN IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE DETAIL A TOE PROSECTION ��o��o �., oR 1�SlEP s�ov[ RouNo d F� d= 1 FI. �Eoi[xii�[ Type olL'iner= Clnss B Rip-Aap -L- STA.11+50 TO 13+99 LT -L- STA.13+75 TO 1d+07 RT -L- STA.15+13 TO 16+85 LT -L- STA.15+71 TO 16+20 RT DETAIL B SPECIAL CUT DITCH ,H ��o s�o�e, F,o � � ona� Na�ural Slope Ground 7�� F\ �e� D Min. D= 1 Ft. -L- STA.11+40 TO 13+75 RT , Ho„o ��a�e, 3'min. 2' YS GEOTEX�ILE Type of Linar= CL'll' Rip-Rap 2�,� '$y P N \ � _ O \ � � ��� � . �\ �___ �� . �� � � \ � � � � FRANK D. BULLOCK � � �� �. EAISTING DITCH WILL OUTLET� HERE '��� AND BECOME DIFFUSE FLOW \ � - - - - - _ _ _ �1- I� � BEFORE ENTERING THE STREAM �. , , , v,a �1J fps �NON-EROSIVE) , _ ' /� \ �' � \ -TDF PROTECTION ' BANK STABILIZATION \� �� 5 E DETAIL A SEE DETATL G. \�� BEG/ PROJECT /7BP5.R.66 E�T.75 T RIP RAP � EST.10/CY DDE .. �� � �� E5T.170 EST.160 $Y GEOTEXTlLE���� � �09Z � � � � — — — —L— P� Sta. llf00.� \ ` ` ' / � ' � � � \ F � � ' - \ - -- ' - - - =L- . 6�OQ.(W "sz� � � VYoo�s � � � � � m � �--- ---- -- —, �,i� � . __ � _ _ i� � � � -_ � � � � � _ v: � ----- S9Z-; ,.. � - .. ..S9Z______- ______ � p� p _� -- R -- _ -_ _____ ___ _ RSPRKE� -.. �e�� �-- � ..., � � � � � � -- --__------- —_ _ _ _ _ ._ _ _ _ _ _ _ _ �I3,t�T'lt� .. . ' .. " .. .. .� -_. -__--_--___- 0LZ-_ -` ��- u . . ._-�.. .: _ - ------------ ----- _. �--- --- ------- � (_z—�__ ___-------_ —' . ^ — — —_ -__ -- --- N 12'ON242'E —ie�esr:— o — — — _ — '_ --6LZ-. ---- __--__ _. , � Sq..� PELESIrHRO� _ tl - - - - _ _ _ M���k "�`� o ' , >i'°a — � � _ — — � .' — _ � . � — — P —ERIST�R�Ii x5' CHL x ' X ' --_ . _- EI - - _ _ _ � � � � — I_� � � exisrinc oircH X W �� � p �? �I� � �� � �._ —.. ..� — — — — — — —08Z — _ _ ._ _ , r _ � �� �� . � � � � � sriN ircn IN S��G � i __ > — -- - ----� ��— i � � ��� . � ��0 1 ��� i - - - - - - _ -'` I = . � � 0.5 fs � \ -- --- �, ��--�_ � I ..�� � \ � ��-VtB=Q 6 fps \5 � m I _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - _ _ _ � iERO51VE) \ N I Q i _ _ � _ _.._ _ � = � Z ` ' _ — _ _ =_. ._ _ � _ lf � � 1 I W � � � . �R � CLAS$ ,B RIR � � � -------- � , --___ ---- j�SeZ '—L— PT 570.12-100.00 ��� � � esT.zr�oN�g�`1 � ------, � '----- — — — — ---- , � , , , � ��� _ _ _ ' — � � _ _ ' _ _ _ _ _ � ' ' __ _ _-- � � � � - _' i . _--__, � _ _ _ . �76Z_ I\\� � a . , — � — \ � \ � _ — _ — — — . - — r � . : I \ ) ) ; l SPECIAL CUT DITCH . ��,, ------�� � — SEE DETAILB �� _ _ _ _ _ ' � � � � � � — � � . J l l / l i � / — — — � ` � \ / / � � �� � � � � � � � EXISTING DITCH WILL OUT T HERE J ' — � � � \ � \ �\ ' � � � � � � � � / �� AND BECOME DIFFUSE FLO ' � � � � —06 � —' �. ' � � � � � � � � � / BF�ORE ENTERMG THE STR � Z�-- �,7 ' � � � � \ \ � �' 2 � / / / / / / / �/ / / y'q �7.9 fps �NON-EROSIVE� . . � � \ \ ' — � � � � � � � � , � �i � / / / / / � / / / / i . . � , O �� ���\\� �� \ f . . .29p�' ��� � ���:�IlS��A$�i %%���� 3 , �\ � � � � � �- � �� � ii 2$0� i i% ii , � � � � � � � 1 � �'ENDELL �'� TABB � �� � � � � � � � � ��� � � �� HERBET H�Np TTERSOµ ' �� � � \ � I /` � � �ZgS iiiii��2 �i� �ii � �� �� �� �� � � � i� i ,' .. �� � �� '���"�i�'����i� � JAN R.PATTERSON i� � � � � � � � i � i�'. � - �,� � ����� � �� � / i / i i , � �� ���i iii:i �� i � i A , \ � \� � � l � / � � � � � � � � � � � � � � --T-� i i � � ., 1 I l i i i � i i � .. i i i � �% i � i � i '� � � ���� �� �; � � �� �%%�'� I I I � ti �/il //� /��i�� i�/iiii26�'� �% � � "t-Si i �ii�// . -�- 1 / i i � i � � i_/ i� i i /iiiiii��� � ' �26 � ��� ,� , ' / / / / � / / / p��6 / � /� � / / / / / / / i � � �i �� ' / � i/ i .. � - / / / / / / / / / / / / / � 2 � / / � � � � / � / / / : � , � �i���:� - '- :'�,� � ' ,,. , i i i - i:l�i , � , � � � . . . � � . ,. ,. . . . . .. . . - . . . . . " .. . � . � SEE ENIiARG,�D �� AREA ON ' ,� SHEET 4A � !\ L•a, , �� P t� �� f� ;� "��, � C�� ��'� \ � �s,�:� ��-_� =,�,''—�`.�-.-�- 1 I,�> , �, , ( �� �� � � t � o � _�. � i��,��. � IN��NT,RETV � ��y \ � JOE PROTE2TION � � 'SEE DETAILµ1 . � EST.10 TONS RIP RAP � EST.25 SY tkEOTEX7IL� / 1 ( � \ � � \ O4 � � (NO REFERENC�) / � ' .UUINCY UU�UISIRUQtKI � I I I l� I l I I l� I 1/ l / I l�� I 1 � 1 �� AN� IFE, I I I I l I I I I I 1 1 1/ / / / l I � I � VICKI LOU SIRUC� I' I I I I � I I I I I � I I 1 / / / l � I � I � � � E%ISTING DITCH OUTLETS HERE �� ' I I � � � l l I � / AND BECOMES DIFFUSE FLOW � ( � � / � / � � - ! � BEFORF� ENTERING THE STREAM , � I � � � / / � \ L10= 1.4 (ps (NON-EROSIVE) / i �� �� �� � , E D PROJECT /7BP5.R.66 �� �� �i �� �� � � � �� � ` � � i ti � —L— P Sta. AQ � � 1 � � � � � � — — — — — � TOH PROT�CTI� � . � I 1 � � � � \� � � — _ � — —Z' . I SE DET IL A/ 1 1 a\ \ \ � � ES .11515V C�EOTEXTIUE l� I \ 1 � 9 \\ \ � � '' _ � � , , � � ,—� � _ _ � 1 � N � \ \ � � � � � � � � � I I I \ � � � 1 1 I � � � � \ � \ \ � \ � � ` — / ' � . �x .S \ � �OODS\ I 7 � 1 > 4�/ � 1 2 i\\� � \\ \ �\�\ � � � i i I i � � � � i .F . ��_ ���`� � �--�-f'T.37a.�/< �, . I I �. � � � � _�\ \� ,, - . . i �� � . , w � � � � �� �� � _ �- �. � , �'� � � . .� a � �� �� , � � � � � e1s�i�c oircn � � � �� � � ` � � \ \ 2g5 = � � � ` � 0 , / '' �„ � \ � � �i� �L � — � � � -.-. �� � � � �� — �160 � �/ / � � Ex3rxyc oircct _ _ _ _ � � ��� � / � \ \ \ �� . _ _ l/� i i � �.,_ . .. �. .. � - � '. -. ' ' � � — — — — _ — — — ��� � 7jy� ._ ;,�.>-;� ._ _ _ � ' -- — � — i — � � � �^�- `_ _ � _ 3 � — � � � avi,� ��H To ` � ,_ _ -Y -/ -, < � � -__ NC'/W - - ` — ` � � � `3' w, ,. ��` .5'g �\`-- , , � \� . \�\..� \ . � \`\`\2sS\ . � \\ \ . � � � � � � � � �iw�e nircri � . � WOODS� � A � � � � � � � �� � l - � .� ` � � �'0�7�5� � � � � � \ � . � ._ � � � . �., -- � � TOE��PROTECTION \ � � \��-26, � \� ._ 4� '���2 �� \\ �� E SEE �ETAIL A \ � � �. — � � � � � '�%ISTI G� DNC�H `OUTLETS`JiERE � � � l � � - ESL� S�' GEOTEXTILE . �:AND�BECOMES DIFFUSE{LOW—_ � � � � � J vio=�iTr� �Nore-eaosiv�y ` 1 � �� � � � ClP.SS II RIP RAP \ I �� � � � � � � � / P TO ELEV.261A ( P�) � �� - _ _ _ � / (STRUCTURE PAY ITEM� � � ' � N \ \ � I I / . ..,, \ \ 6' \ \ I I I / / I� BANK STABILIZATION \ � \ S \ I � I lNp� / SEE DETAIL C I 6 \ \ \ \ \ I I I � 5T.10 CY DDE � � O � \ � � � � � I I �/� � EST. 150 TONS RIP RAP � � � I � I � � e57. n0 sv �eOTEXTILE � i MICHAAND �IFEAUGHN \ \\ \\ � �\\ \\ i � I � � j � �/ � �CYNTHIA G. 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