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20170864 Ver 1_R-5752 PERMIT DRAWINGS_20170921
I G1S;11Ati�; I}' North Carolina Department of Transportation SiUYll1b4"clff`1' � Highway Stormwater Program I STORMWATER MANAGEMENT PLAN � - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 53086.1.FD1 TIP No.: R-5752 County(ies): ROBESON Page 1 of 2 General Project Information WBS Element: 53086.1.FD1 TIP Number: R-5752 Pro ect T e: Roadway Widenin Date: 4/12/2017 NCDOT Contact: James Rerko Contractor / Desi ner. MI En ineerin I Andrew Nottin ham Address: 500 Transportation Drive Address �0'11 Schaub Dr. Fayetteville, NC 28301 Suite 100 Ralei h NC, 27606 Phone: 9'10-437-0207 Phone: 9'19-851-6606 Email: ��rerko ncdot. ov Email: anottin ham mi-en ineers.com Cit /Town: Proctorvi��e Count ies : Robeson River Basin(s): Lumber CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Project Length (lin. miles or feet : 1.452 miles Surroundin Land Use: Rural farmlands, swamp and woods Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 20.1 ac. 13.3 ac. Typical Cross Section Description: Four lane divided Freeway w/38' grass med. Two 12' lanes each direction with 4' inside & Existing Four lane divided Freeway with 40' grass median. Two 12' lanes in each 12' outside paved shoulders. New interchange wiih off & on ramps with 16' lanes, 4' direction with +/-q' paved shoulders on inside and outside. Existing 2 lane secondary paved shoulders. New 36' dear roadway bridge cross over & widen SR to 24'. Convert roads with 9' lanes. Existing paved median cross overs ai intersection with 12' tum existing at grade intersection to new directional cross over. lanes typical. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 16400 Year: 2038 Existing: '10100 Year: 2018 Generel Project Narrative: US 74 at SR 2220 (Broadridge Road) - Convert existing at Grade Intersection to Interchange. (Description of Minimization of Water Prqect consists of shoulder section with grass slopes and grass lined ditches. Minimum fill slopes of 3:1. Minimum ditch side slopes of 3:1. Rip Rap is used in steeper ditches to Quality Impacts) prevent erosion. Pipes at Jurisdictional streams have been buried 1' or 20 % of pipe diametec 3:1 fill slopes used to minimize wetland and surface water impacts. Waterbod Information Surtace Water Body 'I : Bi Indian Swam NCDWR Stream Index No.: 14-30-8-1 NCDWR Surtace Water Classification for Water Body Prima Classification: Class C Su lemental Classification: Swam Waters Sw Other St�eam Classification: None Im airments: None A uatic T8E 5 ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No Qf yes, provide justification in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) WBS Element: 53086.1.FD1 TIP No.: R-5752 County ies): Robeson Page 2 of 2 Additional Waterbod Information Surface Water Body (2�: Big Branch Canai NCDWR Stream Index No.: 14-18-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Dreins Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A Qf yes, provide jus6fication in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narretive) C � � See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventional Symbols OFF-SITE DETOUR ROUTE BEGIN PROJECT R-5752 -L- STA. 26 + 65.00 SITE 2 SITE 1 — 4 TO NC 41 LUMBERTON � ����� �� ����� �������� l��[�II��I�� �IF �1I(�1��.��Y� ROBES01� CO U1�lTY LOCATI011t: US 74 AT SR 2220 (BROADBRIDGE ROAD) - C011lVERT AT GRADE INTERSECTION TO INTERCHANGE AND US 74 AT SR 2225 (CREEK ROAD) - C011lVERT AT GRADE INTERSECTI0111 TO DIRECTIONAL CROSSOVER TYPE OF WORK: GRADI11lG, DRAINAGE, PAVI11lG, STRUCTURE, A111D SIG11lI1VG eEcirv coNsrRucrioN -r- sra.i9+3s.00 -- g � � � �, < o �� , � y-- - o� N � �%" J � o `j � � �'� � �eEciN ioc i \ / A.29 /� �.i � � ✓ � I (, ,\\ y �RPg' �; _- '�9� J B \ � C D I�y�,�c RPp, � i END BRIDGE � -Y- STA3/+3223 ,% �,�/i �n < 1�/� —��-,._ ,. — — o� N J�o o , m ,. I THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARI `� CLEARING ON THIS PROJECT SHALL BE PERFORMED � �• • TO THE LIMITS ESTABLISHED BY METHOD III. � � � � GRAPHIC SCALES DESIG11i DATA �' So 25 0 5o ioo ADT 2018 = 10,100 �' � ADT 2038 = 16,400 z ��� � DHV = 9 % � ��,� D = 55 % ��� � 50 25 0 50 100 T= 20 %* ��`� V = 75 MPH ����, ��Q PROFILE (HORIZONTAL) * TTST =17 DUAL 3 ��z %�w l0 5 0 l0 2p FUNC CLASS =1NTERSTATE ��� ��� STATEWIDE TIER ��� ��ej ���� PROFILE (VERTICAL) ��.n 9TATE 9TATE PROJECT REPEReNCE NO. 1��� R-5752 STATE PROI.NQ P.A.PRQI.NQ 53088.1.FD1 HSIP-0074 fl' WETLAND AND SURFACE WATER IMPACTS PERMIT S SITE 3 � SITE 4 -L- S7A.55+06.59= SITE 5 -�- EB� SrA. —L— US 74 - STA. Y/- ST ENo coNsrRucrioN THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS -r- sra.4i+�s.00 BEING LIMITED TO THE INTERCHANGE AT US 74 AND SR 2220 (BROADRIDGE ROAD) AND RESTRICTED BY MEDIAN LEFT OVER WITH U-TURNS AT US 74 AND SR 2225 (CREEK ROAD). PROJECT LENGTH SECTION 1: LENGTH ROADWAY TIP PROJECT R-5752 SECTION 2: LENGTH ROADWAY TIP AROJECT R-5752 SECTION 1 � 2: LENGTH STRUCTURE TIP PROJECT R-5752 TOTAL LENGTH TIP PROJECT R-5752 = 1.090 MILES = 0.362 MILES 0.000 MILES = 1.452 MILES END PR _I _ CTA rrepa�eo m r� urrice o�: HI'DRAULICS EIVGINEER CDM_ 5 40 G enwood Avenue Smith S°`e'°° Raleigh, NC 276123228 NC COA No. F-0412 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 20l2 STANDARD SPECIFICAT70NS DAVID J. CLODGO. P.E. r.E. RIGHT OF WAY DATE: PRo�Ecr srvciNEex srcxarm�: MARCH 2O17 CURTIS J. TILLMAN, P.E. ROADWAY DESIGN PROJEC7 DESIGN ENGlNGER ENGINEER LETTING DATE: SEAN MATUSZEWSKI FEBRUARY 2018 Ncnor coxzncr PE. SR�Z � \O� -�-14. BEGM CONSTRUCTION -Yl- STA.16+70.00 0 0 � N Y N W ,N� ��� I —L— IUS 74 �►% � P.E. � � I TO H 7WY 2 NW WHITEVILLE � W � �' � U IINC�NLP➢.�'Il°� Y�L.�NS DO '�'OT [15E FOR R/W ACQUISITIOV DOCUMENT NOT CONSIDERED FINAL UNIESS ALl SIGNATURES COMPLETED \ e .�QSO . �^ i� Z STpTE OF NORTH CAROLMA OB 955 PG 27 BEGIN PROJECT R-5752 —L— POT STA. 26 + 65.00 ; M N � STATE OF NORTH C4ROLMA DB bq PG 6i� I ti'1 PoND JIM FAIRCLOTN p8 T56 PG 599 S ITE 1 w000s LWDA F OLIVER OB 6w PC &5 PROJECT REFERENCE NO. SHEET NO. R-5752 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAl1LIC5 ENGINEER ENGINEER IINC�NI&�L1E ]E Il�LANS DO .�'OT VSE FOR OW ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I J I C Q 300' 900' - , � WOODS n TAPER N ACCELERATION LANE � �. , . . �' �_ �-_--7f� o �_ -�--�X��� ' � �� ���X— �—_ �� + � aa�ww ,�x _� a w M°" _�_-�r--�x— x--�'—�--�_—x- —��- -BL- 4 STA. 30+42.12 \� �— �- � ' I �_ \\ �... -L- , LT + � �� _ BEGIN MILLED RUMBLE STRIPS � � I� � \ / -L- STA 26+65.00 � I / ;� � / � .y . I I I I � � COLLAR AND EXTEND 040 � ,S i W .. .. .. . .. . .. � - . _ _ _ _ ..- .. - __ _ _ _ - _ _ _ - �N1c_il - F . . F .. . ..� .- . F .. . .. .. .. .. .. . �.. 5'__ 1 ..��15 - JS "- J$ . _ .«_-_�S_ _ F JS �}..- _ _ _ _ - _ e_ .._ _JS _. JS - - -_--�5-----nce�= S.-_ _ _ _ _ _ � _ _ _ _ - - - N iFiF W .. . __ F � — _ _ _ _ — — — _ _ _ _ _ _ _ - -��_ F � _ _ F— F � _ _ � - WLB_- !F iF - F F F F � � — \ � 040 _—_ — -- liJ 1:1 TAPER � � � W N , _ _ _ — _ — — — — — _ _ — — — — — — � o —_— — ------- --- -- - � --- -- ---- — --- —�.� -- � �----- — O � RETAIN � � ANOREW JMKSON US MNY 74 W 32'BST � � � � � 0 � zz.z9� BEGIN MILLED RUMBLE STRIPS + � �RENRS/�ACE IN = 5 �— � � � -� �- F F TOP=121.79' C NC • Q� d � -L- STA 33+50.00 VJ1,7�� F F F F _ F � Q -- F T-- F -- F -- — Od01 � C — �� — --_ F _ F T --- — F -- _ _ � — _ _ _ -- -- � -- F L A ARBRAM_ — — — — � — � F F REITIIT'F T F �- F T F� F �� F N BEGIN MILLED RUMBLE STRIPS RETAIN � � � ANDREW JMKSON US HWY 74 E 32'B51' � N _ a — — — — — — — — � M -------L=STA 26-65.00 --------- � ---------- --- �-� COLLAR AND EXTEND °' — _ ------- + — TdPFR O - — — — — — — — — — — — — — — — — — — — � — — _ _ _ — _ — — — — — — _ _ — — — _ — � — - _ — — _ — — — — n - _ _ - - - - _ _ _ d � T T � � • � � T T � � i � � T T � i i � � T MTL GJARDRAiL ' 61 � 40 v�v� - - i � _ _ _ '�__�___��.��_...�w�J..-'___-`__�__ �16.L1'• .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . `�i __-- .J.._._-..`.. . .� _ , . /. ..n, ifiF C� � � �wtB� � + • . -BL- 3 STA. 23+07.23 I� `. _ - - - F �� � � -- -... Z -L- + . �-__ ' � � i m oao tx**+� - 4� J ]t}.37' RT � _ � \ 7:1 TAPER � �"� C � �� < � W0005 \ \ / � ` M ` _ / � BE N MILLED RUMBLE STRIPS WOODS � — 100 ._ V / -L- TA 33�50.00 /...� � � a � � � SPECIAL LAT BASE DITCH � C �� T�PER ~ \\ � / �°j / SEE DETAIL 5 / SPECIAL LAT BASE DITCH � C � / / � SEE DETAIL B .K—=X � X X X �/ Y � Y ^ v F/W MON —X X X v �� � � ..v .— .. .. � P/W M�N. �v- . �JZ::n. BEGIN CONSTRUCTION � —L— EBL POT STA.33+50.00 :��'o REMOVE EXISTING GUARDR4IL $TAiE OF NORTM � STA.33-r-50.00 TO 37+35.06 2 PLACE CAT-1 ON E%IST GUARDRAIL CAROLINA srn. aa . so.00 � �`'S � 24 -YRPB- DENOTES TEMPORARY DENOTES EXCAVATION IMPACTS IN SURFACE WATER � IN WETLAND � DENOTES IMPACTS IN .�. "* DENOTES MECHANIZED '� �` '" CLEARING SURFACE WATER � � � � � DENOTES FILL IN WETLAND � ^Mry ti 0 2 S_ / ioo� o� ioo� ENGLISH Pis S�o 6+4938 es = �2a o9z LINDA F OLIVER LS = 224.00' � �� � � LT = /4938' ST = 74JY � PROJECT REFERENCE NO. SHEET NO. � R-5752 4 � RNJ SHEET NO. A, . ROADWAY DESIGN HYDRAl1LIC5 � Vq ENGINEER ENGINEER \ \. 83� S IINC�NI&�L1E ]E Il�LANS Rn DO .�'OT VSE FOR OW ACQUISITION � \ \ V � ' "� \ oO�..:. aSO \ �^ � \ y � S a ` �a \ y DOCUMENT NOT CONSIDERED FINAL � � PLETED � ` � � CDM_ ��"�aA �e ,E � a ��� UNLESS ALL SIGNATURES COM . . 1` Ily.. �� �ag �� � � l,�. , �. � � � , �. C . , $iATE OF NORTH . c �� '• I ` �� m „ -, N N - . � -- �OB 95�� 2 � -.... �-- �; � ��...�� � � I P- "�' � � - �~ m JIM �FAIRCLOTN �" � OB 6M PC &5 -� ��� � / � . �C,. � TE �T� :; � � ����� 0,i � a . DBC6qOPG 6i� . � Y/\ N� �e � OB T56 PG 599 LWDA F OLIVER I s� � -7 �..�� , � �� . � � .. f _1 �J` � ,. �� i� _ � � '�i � � � � � � � - �� � ��, �` �', -� U�=�� .,/�. � �� y ` �, -� � " � "._ � � � � . .. � r,l � � . � _ , „ � � i � o<�� , I > �, � C± C`,,P , �_� � L/ r`� f�� � 6"' `m"' 0 I � B�l�ll� �Rb,IEC� R-5��� �7 > i ' � :., . ` � A,� 1 J J U � � —L—��PQT STA. 2b1+6�� ;� � C I �� � � I T E 7 "' ��� �,s.,� C. ( ✓ ,� , _' \ ' � � ,nN . . 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F � �� � . -__ '^ - ' __ - � _ . _ ... . _ — . _ _ _ __ . � . � 1:7F7APER_�. � ' :. ,' \� �� ,. _ _ . v d:,. _ _ . .. - ..� , ,. :. _ . , " _' .- . .. �_�� Oa0 ., . . . �- . .� �� .� � °N- .: W _ _,.. .- - __�.._ _ . . - " . ._ _ . ... _ . ...,._ - . - _ N --- � � —._ �s� � _ — -,� -�-- = " _---_— �—",�-^ ._ _ — - ------- ---- ---- �_. --= - -� - _'- ==-= _ ��- - � -- -` �: . , � � � . . `. . � �- � �,� _ _ � � --- �------ -- -- ------ ----�� � � � ------- � o "- -- � - �n � i� RETAIN - � � �� �'ORfW JMKSON u5 h1NY 74 W 32'BST � in d O -_'_ � � � 0 o n Q o n _�_�-...._ '.. _-_. __.,- � '" c� _ _ = 22:29' ..._ . . ,.. ..o MI D RUMBLE STR P$ � ' .... .. . . . . . _ _ . _-e. .� -' _ .�_ -_ -, � .,._. _e .�-- - ,.- .�. - � N . , ;� � .. .. LACE - tiC IN - 5 _ ,n �_ o i .. . .. .... BEGIN. LLE I - ..�. � . . 12i.79' , .. . „ _ _ -� _ + � ��_.. �'° .F F � I � TOP_ sV � ..�� �ai - F F . .. �.: �_,. 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ROADWAY DESIGN HYDRAl1LIC5 ENGINEER ENGINEER IINC�NI&�L1E ]E Il�LANS DO .�'OT VSE FOR OW ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 5 EN LARGEMENT DRAWI NG ��� 8 � SRS ? �o� PROJECT REFERENCE NO. I SHEET NO. WN/ SHEET NO. ENGINEER ENGINEER dN��NII�ILE ]E I�Il,.�NS DO NOT USE FOR � W ACQUISITION �,e��=ze� ��� DENOTES HAND CLEARING DENOTES FILL IN WETLAND 6 0u 5 10 PRO1. REFERENCE NO. SHEET NO. ■ . ■TTI R-5752 X-19 a 1 0 1 0 1 0 1 0 1 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 5 A. //+0 20 .83q; � 5 � 0. . 5 057 809 I I5 4 7 4:7 -YRP - 3:� A //+0 .82 � � � � � � z �o w�,w ��� ��� ��� w.»w ��E ��»a v�e,z re,� in�»w ��� � u�w� ��� ��� 1 0 1 0 1 0 1 0 1 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 ��� WETLAND AND SURACE WATER IMPACTS 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) 1 33+66 - 37+15 -L- ROADWAY FILL -L- 0.04 0.13 0.11 < 0.01 < 0.01 17 10 2 38+64 - 45+49 -L- LT RAMP B NEW LOC. FILL 0.11 0.01 461 50 3 52+88 - 56+45 -L- LT ROADWAY FILL -Y- 0.02 < 0.01 155 60 4 61+78 - 68+76-L- LT RAMP A NEW LOCATION FILL 0.32 0.14 < 0.01 < 0.01 78 44 5 63+70 - 83+g4 -L- RT RAMP D&-L- ROADWAY FILL 0.84 0.47 TOTALS�: 1.21 0.13 0.24 0.47 0.14 0.02 711 164 0 "Rounded totals are sum of actual impacts NOTES: Site 1: Permanent SW impacts = 102 sf, Temporary SW impacts = 119 sf Site 2: 30" RCP-IV is 110 LF ; Relocated ditch is 351 LF Site 3: Temporary SW impacts = 218 sf Site 4: Permanent SW impacts = 125 sf, Temporary SW impacts = 214 sf �