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20131308 Ver 1_Design/Maps/Site Plans_20130517
� R-3620 11�TTEU Narrative Utility Owners: Power (Distribution): Dominion Power — contact: Power (Transmission): Dominion Power — contact: '�'elephone: Century Link — contact: CATV: Water: Mediacom — contact: Washington County Water — contact: General Utility Relocation: May 17, 2013 Clarence Wall (252) 308-1021 clarence.wall@dom.com Kvle A. Keno, P.E. (804) 771-3548 Kyle.a.keno@dom.com Jeffrey Williamson (252)-814-7244 leffrey.williamson@CenturyLink.com Nate Harris (252) 482-8089 nharris cnie,mediacomcc.com Jerry W. Rhodes (252) 793-5823 jrhodes o washconc.org All utility lines inside project limits currently within construction limits will be adjusted as necessary or relocated away from construction before.project let. Existing Utilities: • Power (Distribution): existing power lines run overhead on poles along the left side and crosses to the right side of the project from NC 64 to -Y- line Beasley Rd (SR 1139) and crossing back to the left along the -Y- line (SR 1139). In addition, the existing power lines run overhead on poles along the left side at the north end of the project parallel to - Y1- NC 32 to NC 94. • Power (transmission): existing transmission power lines are not in conflict with this proj ect. May 17, 2013 • Telephone: existing telephone lines run underground left and right of the existing section of the road for this project. • CATV: existing CATV runs overhead right of NC 94 and crosses over to the left of NC 94 at the north end of the project. • Water: existing water lines at the north end of the project parallel to -Y1- NC 32 and NC 94. Proposed Utility Relocation: Power(distribution): Overhead power lines and power poles will relocate to a position starting at the left side of the project and crossing to the right side of the project from NC � 64 to -Y- line Beasley Rd (SR 1139) and on the left side at the north end of the project parallel to -Yl- NC 32 to NC 9. • Power(transmission): existing transmission power lines run over the proposed portion of the road for this project and are not in conflict. Telephone: proposed telephone line will attach to overhead (joint-use) poles with power from NC 64 to -Y- line Beasley Rd (SR 1139) and on the left side at the north end of the project parallel to -Y1- NC 32 to NC 94. In addition, proposed telephone will relocate underground by open cut parallel to the right side of existing NC 94 and by trenchless method to the right of NC 32/94 at the north end of the project. • CATV: proposed CATV lines will also attach to the power pole line (joint-use) at the north end of the project. • Water: Existing water lines are not in conflict, they will remain in place. I � I } v a� I m See Si�et 1-A Fo� Index of St�ets `C� oTfa ,A �iT`� 1Gj � iCa ii�'i � 1� �iTa 1�7f �'+ ,A �� i! lr 1 Y,c� "��` I - � J 1L !�1 1L 11:e 1[� �L'� JL� 1L 1L �L �L .[`il lLr 1L b. �1 L�1 ��� ��� ����a �' 9fff8T TOTA N0. 9Xffi1] m See Sheet 1-B For Cornentional Symbols N•�• R-3 62 0 �- I !LL � V' ����� 'Y 11 �L 11 �� 1 1i V V d 11 11 iJ mwn naaen r.snia.Ha oammcroN � 1315 34548.1.1 STP-0OOS 252 PE I 1349 � /�' '1 16 1302 34548.2.1 STP-OOOS 252 WW & UTIL �'�' � WAS1�I��T0111 COUII�TY I o —,;���� � �� �� � 1364 i ��1319 69 n31� END PROJECT N — 'nnersvill 1365 � r � 1320 1318 1136 i � O �.3Ti' J/1136 �� 1138 � �/', / � Pl asa t� 1193 � � � �' LOCATI011t: 1lFEW ROUTE FROM LJS 64 TO NC 32 � I 1356 Gy�,� easie � 1 32 113� , � , � Utility Permit Drawing � _ � 1133 � 1140 � 139 / 64 Sheet / �I� ; •. 0�l� EGIN PROJECT � if TYPE OF WORK: GRADING PAVING DRAIN�4GE � ` 121 A��,, 1132 113 5 � � 7 f i �� �'r �- e4 ,� ITS (ON �IS 64), AND CULVERT � � 111321� 64 i ` — � � � --`� \\ � 1122 � � � � � � � 0 64 � `���' ' � '' �d ��z6 � � - � J �EFJ PERNlIT �LA1VS �� ; Ay � � � ' , , � � �1�ay 17, 2013) � � . � � - VICINITY MAP � � � � BEQIN CONSTRUCTION p� � � �--�� OFFSITE DETOUR -Y- STA. ,0+40.00 �Q,�� . , � � �� . i � �y�, i � ` � STA. I88 + 00.00 Ir END TIP PROJECT R-3620 i �- i b \ � � 1 _... � � � � � � �� 1 BEQIN CON3TRUCTION I - . ` � � T� •Y2- STA, 10+00.00 � N� � � BEGIN CONSTRUCTION -Y1- STA. 12+60,00 ��n � v PRITCHAR�S I ,�,• � LOOP ROAD � � A � 3 � •Y .�(SR 1317) I � `. e � 1 �z� x�� -L- 16 I 7 9 � �V � / � � -Y1 � o /( EOE Q � �., • j S/ i �o/a / / � � o i �m � / , � : / . _ � S7'A.12 + 00.00 —L— BEGIN Tll� PROJECT R-3620 / o�a ENQ CONSTRUCTION � � "-Y1- STA. 28+70,00 I I �v � c THIS IS A LIMITED AND PARTIAL CONTROL OF ACCESS PROJECT WITH ACCESS BEING LIMITED � � TO POINTS AS SHOWN ON THE PLANS. i � N THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. ;_���Y���;�;���-;����$, i — } �' ti'b NDY` 7Y6K W.btt LbNaYHtYt'f.ib}y �:; � � `, . CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. ' -" ' i i o � � � GR4PHIC SCALES DESIGI�' DATA AROJECT LENGTH P�eFn�ed !n me Olflce af: �'DRAULICS ENG7NEEl1 i � � � ADT 2014 = 3250 DIVISI011i OF HIGHWAYS I � 50 7�5 0 50 �Q� ADT 2035 = 5200 . r000 ar,�ti x�ae. Dr., Ro1�iQk NC� 17610 4� t MOR p C' � � DHV = 10 °�6 2on srANnann sabcmcenoxs `°' 4�s � PLANS ra, „ � ' D = 60 °� � ��� 50 5 50 1 o T= 7 °% ` TOTAL LENGTH TIP PROJECT R-3620 = 3,33 miles � �� 7� Q Q RIGHT OF WAY DATE: GARY LOVERING. PE . � ��� V= 60 MPH JUNE 29.2012 pRNacrsxcwasx ROAENGINEERIGN ,•yroR �Qo i �, ;z PROFILE (HORIZONTAL) * TTST =3 DUAL 4 �p�tl ��� FUNC CLASS = LETTING DATE: KEVIN E MOORE. PE_ I N�-w 10 5 10 0 � Q:�� r� � 4- -� � COLLECTOR � JUNE 17, 2014 PRwscr nasrcx sxcixssx I �?� � pROFILE (VERTICAL) REGIONAL TIER P'� r�� srcxer�ms: I � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - � O r rEtUwEVSFR nnwa� - HANO CLEARING (ACRES)= 0,228 {� - FILL IN WETLAND r �ncRes� <o.o� THREE POWER POLE9 � � � -� � rr n �x�tj� � l.i --- �: ::�� „ �J � ; i' � �F.es�: Q��.�0�'�s�.P,4s/r�'�._��e �I.weriw r��_ j p- y,�.�.. �.r!_`� �:�� Gr� �.✓�tTJ-li�y�YryZ� - f�t�l ' . _- _ . _---. — — '�� %�:��ar�:�,�r��. -- — — � � ���_Sd �. � � — — ���� n � '� � ' ����________�j_\ ____ — ��`►�_ ____� � .' !y , _ 'I / K 111EU PERMIT PLANS (May 17, 2013) N�° g' P�AN �4CALE: 1 =50 (FULL-SI2E) i"=100' (HALF-SI2E) � DENOTES HAND CLEARING � 0lNOTES Flll IN wn�,wo O N K K � � K K K K K � -L- PC SYa Z0.5 K K K K �n WOVPN fFN[E orta K u � e �������������� • f.�.�.�.�A.�.� Utiliry Permit DrawJing ShQet � of �/ K K K K 5,0p K K K `�. 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Z -I � See Sl�et 1-A For Index of Sheets See Sheet 7-B Fo� Conventional5ymbols Or=`_' � �,-�F N �� 1319 I � �-u13�1320 ] ry� soa — • 1356 Pl aSLI Z � Grov � 1133 � • 32 pl� � �21��, 1 �'o V , Y134 ���, iisz _P Wiizz O � 11Z6 � � � � �� � � � � 0 N , V , THIS IS A LIMITED AND PARTIAL CONTROL OF ACCESS PROJECT WITH ACCESS BEING LIMITED � �• • TO POINTS AS SHOWN ON THE PLANS. � �� t V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � 50 25 0 50 700 ADT 2014 = 3250 � ADT 2034 = 5107 ' PLANS � � D= 60 % LENGTH ROADWAY TIP PROJECT R-362a = 3.333 MILES � o �o� 50 25 0 50 10o T— 7 %* TOTAL LENGTH TIP PROJECT R-3620 — 3.333 MILES Naw � V = 60 MPH ,r,'>,a PROFILE (HORIZONTAL) * TTST =3 DUAL 4 ��w � io s o l0 2o FUNC CLASS = w o� ( 1 COLLECTOR ��?� � PROFILE IVERTICALI REGIONAL TIER � 1302 ; f- `1316 � J 1364 32 131�� END _ PROJ ECT 1365 � 94 �/ � = �- � t� 1193 y J � / ��� � I easre, / 1137 � � 94 1�_�2 ( / � ) � 1140 ` 1 139 � 64 3EGIN PROJECT � /� l32 1135 64 _ � l / �T _ 64 � � � . _ � �� "� � -- _ � , . � �' � 3 \ ' �- � � I � � �' � :' � \ 1 / l �� J \ �� � % � � VICINITY MAP 6J'�d���i� w �ll ����� �d 11����A `� d.11 ' ID��%�5��1�T �]F lE�[��II�[�V��� WASHII�GT�1� COUI�TY. .� LOCATI011i: 11iEW ROUTE FROM US 64 TO 11iC 32 TYPE OF i�ORK GRADI11tG, DRAi11tAGE, PAVI11lG AND CULVERT wre srwts vaoierr nemxer+c8 xn a�� R-3620 SiA'IL PROLN6 Y.APROI.NA � 34548.1.7 STP-0005 25 34548.2.1 STP-OOOS 2S 34548.3.FR7 STP-0005125 � p�CpIPIIGN PE ILW & U' I O P�epored in Ne Olf(ce of: DIVISI0111 OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 276f0 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: GARY LOVERING. PE JUNE 29. 2012 PROJECT ENGINFFp LETTING DATE: CHRISTOPHER H. LEE J U N E 17. 2014 PROJ&CI' DESIGN ENGINESR HYDRAULICS' ENGIIIEER ROADWAY DESIGN EIVGINEER P.E. �p NOqTN 1��� � c�90 . . : e � : s � e A�R �e r �F T119M��0 Note: 111ot to Scale *S. U.E. _' Subsurface UZilaty Engineering BDUNDfIRIES AND PROPERTY.• $tate tine =•-•• •---- County Line ---- ---- Township Line --- --- City Line -- -- Reservation Line — - — - — Property Line Existing Iron Pin � Property Corner —" Property Monument 0 Parcel/$equence Number p3 Existing Fence Line -x—x—x- Proposed Woven Wire Fence e - Proposed Chain Link Fence —$--. Proposed Barbed Wire Fence 8 Existing Wetland Boundary - - - -na- - - - Proposed Wetland Boundary ne � Existing Endangered Animal Boundary E� Existing Endangered Plant Boundary EPa Known Soil Contamination: Area or Site —�—� Potential Soil Contamination: Area or Site --�— �% BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or WG Tank Cap O Sign � Well ° Small Mine 'SZ' Foundation 0 �Area Outline 0 Cemetery 0 Building �—'� , School . � Church � Dam HYDROLOGY.• Stream or Body of Water —••• . -�— Hydro, Pool or Reservoir r__= J Jurisdictional Stream . —�S — BufFer Zone 1 sz i Buffer Zone 2 sz z Flow Arrow -�-•-• �•— Disappearing Stream �—�•• �••— Spring p�-'.��-^ Wefland �c Proposed Lateral, Tail, Head Ditch ��� False Sump � �7C'��[°l� (�]F' 1�T�1�°1�1�E3[ . �C�]Eg�][_,�1�� �I�����1�T �IF �I[��l[�[1�vA�� CONVENTIONAL � PLAN SHEET SYMBOLS RAILRDADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned � RR Dismantled RIGHT OF N�f1Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite WW Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement— Proposed Permanent Drainage Easement — Proposed Permanent Drainage /Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TR� ui�r� is �� R� i:a �v ira �✓ E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND REL�4TED FE�4TURES.• Existing Edge of Pavement ----- Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail Proposed Cable Guiderail " " Equality Symbol � Pavement Removal � YEGETATION.• Single Tree � Single Shrub � Hedge "�"�"�"�""" Woods Line �'"""�'"""'�`' Orchard f? f? f3 4§ Vineyard ���eY��d EXISTING STRUCTURES.• MA10R: Bridge, Tunnel or Box Culvert coNc �Bridge Wing Wall, Head Wall and End Wall - � CONC MW � MINOR: Head and End Wall coN�.Hw Pipe Culvert Footbridge >----------� Drainage Box: Catch Basin, DI or JB ❑cB Paved Ditch Gutter ----- Storm Sewer Manhole OO Storm 5ewer � UTILITIES.• POWER: Existing Power Pole j Proposed Power Pole b Existing Joint Use Pole -� Proposed Joint Use Pole -C)- Power Marihole OO Power Line Tower � Power Transformer B I.VG Power Cable Hand Hole H-Frame Pole �—• Recorded 11�Ci Power Line " Designated lLri Power Line (S.U.E.*) - - - -°- - - - TELEPHONE: Existing Telephone Pole -�- Proposed Telephone Pole � Telephone Manhole OO Telephone Booth _ ❑� Telephone Pedestal � Telephone Cell Tower � WG Telephone Cable Hand Hole "H Recorded lL� Telephone Cable ' Designated lY� Telephone Cable (S.U.E.*) - - - - -'- - - - Recorded l4G Telephone Conduit �° Designated lUi� Telephone Conduit (S.U.E.*� ----'°---- Recorded WG Fiber Optics Cable '`° Designated WG Fiber Optics Cable {S.U.E.*r - - - -' `°- - -' WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � -Recorded lLri Water Line • Designated U�'i Water Line �S.U.E.*}= ----•---- Above Ground Water Line a�c ware� rv: TY Satellite Dish C� N Pedestal � N Tower � U/G N Cable Hand Hole -"H Recorded WG N Cable *° Designated U/G TV Cable (S.U.E.*) ----*°---- Recorded WG Fiber Optic Cable *� �° Designated ll� Fiber Optic Cable (S.U.E.*� ----T•�°--- GAS: Gas Valve 0 Gas Meter � Recorded lL�a Gas Line . ° Designated U/Ci 'Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line A�c cas . SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout Q+ WG Sanitary Sewer Line ss Above Ground Sanitary Sewer a�e sa�ifa�r Sewer Recorded SS Forced Main Line .s� Designated S5 Forced Main Line (S.U.E.*) -----�5s---- IVIISCELLANEOUS: Utility Pole � Utility Pole with Base p Utility Located Object p Utility Traffic Signal Box � Utility Unknown W1G Line ,�t� LUG Tank; Water, Gas, Oil O Underground Storage Tank, Approx. Loc. — usr ,4�G Tank; Water, Gas, Oil _ � - Geoenvironmental Boring � WG Test Hole (S.U.E.*) m Abandoned According to Utility Records — AATUR End of Inforrnation E.O.I. O T K O NErEfnuEuSER DB !IT PG !2! K K K DEfAIL A urean� ease ortcH � N=i �e 5m1.7 6 Nel�ral cround 3,.� p 3�� 1•.FL FO ��a>, I e I Mi�.�e,.� h. �—� B=7.0 R. b_s.o F. FROM STA TO S7A -l- 12+00 R7 TO 17+50 RT � DETAIL E STAN�ARD 9ASE �RCH �Nalto Smle) uml N� �I veoun � D 3\ n Min. �=1.5 Ft. u 8=5.0 F. FROM ST0. TO 57A. -L- 20+00 RT Ln T � K K K K K -L- CURVE DATA PI Slo 22+80 p= l7' 08' 04T lLTJ D = 3'49'lID' L = 49858' T = 22598' R = 1�00,00' 1'S O N K PROJECT REFERENCE NO. I SHEEf NO. RN! SHEEf NO. DWAY �ESIGN F{yORAULIC ENGINEER ENGINEER NPp g3 FOR -L- PROFILE, SEE SHEET NO. 19 PAVEMENT REMOVAL DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED s ,._ .\\ ,� i .\ i K O � i � i � � i K `� NEYERHAEUSER I � 1 \ �� OB S7 ac 323 c 1 � . �' � �' / � � � . K � � � ,� \R�` � i ' �r<- � �� K a\ � � � � i \ EC- � , , - � . i .K � i �' �-- �� I • �OL K\ / �•<e` 1 _ _ _ae—' I \ � � � � � � K K�� .�� � K� � K m\ �� K K � ,' K � ; K ��---, ` K �i �� K �� -"0` ----m %� K ' �� � < ----� �. � � i ' ' �. K � � � .' � � i ' K � i K e i K �, � i i ��'K/ K �� i K K �� � K �--na-, �� � �' K ' �� � K `; K' K �•� ,� _- K �� � �c K � ,r� K � � K K K K . , K K `� `�\ K K �� ' K � � K K K K i � K' K K K K i_ � K K K K i i 1G- K � K K K K i i_-�, �<- K K K i � `�.i K K „ K �<- !� K „_ �� _ ; � �l n K K � � m -L- CURI/£ DATA Pl Sio 22+ 0 �p= lT 08' 04T fLTJ D = 343' lID' L = 44858' T = 225.98' R = I,500.0p' O pErERx�EUSER p8 DT PG 'J23 / � � NAD 83 -- — PROJECT REFERENCE NO. SHEET NO. R-3620 5 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FOR –L– PROFILE, SEE SHEET NO. 19 PAVEMENT REMOVAL ` � 0 � DRIVEWAY RADII IS 10' N M M UNLESS OTHERWISE STATED � � � � � � � � K K K K K K K K K K K K K K K K K K K �� �, K K K K � . � i � � K K K K K K K K K. K K K K K K .K K K K 1 ` � � � � K K K K -t- PT Sra.25+0358 � � � � � O , ENCEN WIRE � � � Z m� , { O LL � \ � \ Q ea• o � K C B0' - K K K K K K K K K K K K K K K K W� c�ss Po � - C - 0 �- SMALL PWES S�ALI PINES SNALL PWES Mtl �p � �5' I O .. .. , . ,. N � p . . .. .. .. .. .. �.. .. .. F.. __. F _ F � 1 11 � F� � .. .� � _ � _ — _ _ _ �� _ .. _ _ _ _— _ — _ '�� F � � —�_ — — �_ _ . . . _ ,_— _ .—_ . .. . " — — — , ��1 a K K K. .. K � K.. K K K K K.. .K :`` A ��\ Ksa� K _ � . .. .. � __.� K K K K K Ex�rw� w, K .„ ------ � � •- �I�f 2'PS � b eu! ----- _ • .. � tl 2'PS � � � � — — — — ----- –L– -- –.-------- – – ----�– –av---- -- W --_ – J � � —��-- ----- ----- — — — — � o 0 0 o g ,..� = N Q30' 485'W --------------- _ g o � o � � 2'PS _ _ ____ _ _ _ _ _ _ _ _ __ _ __ _ _ ___ _ _ ____ _ _ ___ _ _ __ _ _ . . — _�5 � I. , T T i i r ----- J � � x t ai jne_ _ _ _ _ _ _ _ _ _ _ _ _ne _ _ i _— — _ = _ F �� / µ{ Z � _ F .�.m ... .. .. __ ._ .�. .. .. F. .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. F. . ' "wc ,i�rv—ff K r .. ... .. .. .. .. .. .. .. . F �—'[� _ _ `._ — _ _ _ F _�� rt _�_-"�--it--T— . E �5 1t � I �J � lL /�� � w SMALL PINES �/ .� 3�:16.49 % J V 0' SMALL PINES , C SMALL PINES � � � + C C � C . Q i � � ' '� \ %/ . . I i� � �+ � �' � � � +oo.ao ` �`° _ � � ! K � +80:$B �'K K � �ha- _ _ _ _ _,� - - - - �-'' K K K K K K K K K �2- K K K K . -- � �.e� WOVEN WIRE ' � \nB— — — — — — � _ _ — ' — � � FENCE I � � � K K K K K K K K K K K K K K K K K K K K K K K � i i - � a 1 K K K K K K K K K K K K K fC K K K K K K K K K � i i i` MErERHAEUSER OB Yr PG !2i \ . K K K K K K K K K K K K K K K K K K K K K K K \l�m�_ O \9 KA7HLEEN V.SNELL - �neacu . K K K K K K K K K K K K K K K K K K K K K - K K < K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K- K- K K K- K K- K Jc- k k v- v_ v_ v � __�,L__ � DETAIL B LATERAL'V' OITCH �Noiin S�de� ,�,�� 1 f�i Fo Gound ,-� D 1'.fi. Slopa nu�.o=i.o n. 6=2.p ry. O . FROM ST0. TO STA -L- 48+70 RT TO 50+50 RT -L- 50+83 LT TO -L- 54+75 LT IIEYERH�EUSER oe sr rc us O d' K K K K K K K K K K K K K K K K K K K K WOVEN WIRE FENCE � K K I � � i � I I i LLi � d' � � � � „ � I I i i i. K i i I i I I K i Cl 1 RIP RAP � I 33 TONS � GEOTE%TIIE 62 SY - I �� � $MALL PME$ � —� C � F _,_—�--- I+ — — — — — — — — — � J65 K ° K K K - PsK K K K � -L- -------- ------ - ----- N 0'30'48b'W ' r_ � EnsiwG nie . .. ... ... "T"" 76' C � _ . . . . . .. . . . . . . . . r SR ll o�g�(i ! FY H� 23'B _� � F ' PS r F 30'R 30'R ' ___--- ------ ---- `� GW.�E TO DR/JN -�� G ... ... ... _' �RADE TO DRAIN " 0601 GRADE TO DRAIN .. .. . REMOV / iq• iL �. EriSnxt Aiw w00o5 G • ACC�55 � INT " ' � • ' .. .. .. 65. BO + � .. . �� � FEN E RAVES i . .. .. .. . .. .. .. . � .. �. .. d +7 II o w� 40+57.9 � 71.96' �l--�I / �a�\ �' 72.99' F N EN WI0.E � i� 80' � 9' CHL -BL- 12 � +16.93 +W �\ I , y�y`. O �----------na--------------ne�� e 2 � ` � i KATfREEN V. sr�« ��°� � K K K K K K i oe zve rc u3 N i K {<- K � ni i mi i i I i K K K �i i' K K K K K K , ,_i i � /ey/ I i K K �� .L6'9ll ��� i K K K K K 3.n.9L00 5 — �+`��9 / � _ - � - � / �aa' � I - � // K K K K K K �/ K K K - - -au� K K K K K K K K O K K NEYERH�El1SER p8 g7 PG !23 K K K K K K K K � i i K � i i I I I K � i � i i K�� I I I I I I � � I I -L- CURVE DATA P/ S10 53+8735 � = 32'58' 03T fRTJ o = rn� sos L = 1.438.99' T = 739J7' R = 2.500D0' ,� ,�°' K/ \ �`? e\ i � � ----. i � i � i K 3 K K K `, � JOHN M.UOUCHTY � i ' � DB 334 PG 2!7 �� i ' i �� . ___ev-�```` K - __�--ei: O �oHN y. ooucF+rr DB 3S1 PG 2!7 )JECT REFERENCE NO. R-3620 RhV SHEEf N( ,DWAY DESIGN ENGINEER NAD 83 SHEET NO. ENGINEER FOR -L- PROFILE, SEE SHEET NO. 20 � PAVEMENT REMOVAL ��' ' � � �� \�. ��� m � � \ �. \ �K K ` �x � � ` ` i \\4 � � � \ � � � K i � i ��,�°� \ I � \ � � � � � / � � �/ . `� �� � . �� - - "'� �, CL B RIP RAP ' W0005 . O 5 TONS _� GEOTEXTILE 14 SY' V DITCH Q � 1 ' F SEE DETAIL B� O f�� � 50+03.16 60 — � V 12.68' (n F � .. _�_ �� 7 PS ..J � �► � �-� g— q' LIAP , � � � �� IS'Cu � `. ( 30' R ` \ 3.0' BASE DITCH I' � �� - SEE DEf —L A � — v otrcH Po � F (U SEE DETAIL B� 50+1 7 � 1. . 46.03' . � (,V� C 060 .�6, 060 v v, �5 \' r� ~ v FEM EN_ WIRE lao' o� \E .. +6 00 � C lao' 0 0 0 0 � � �� Q� �� i Z , , �� W ?� J C� � Q � c rn v m m DETAIL A LATERAL BASE DITCH � Nel lo Smie) b Ne��nvl �- Gre�nd .i.� 0 .�1 1'.fl. fiL Slope e Min.U=1.0 H. B=3.0 F b=2.0 H. FROM STA TO S7A —L— 51+44 RT TO 89+35 RT —l— 55+90 LT TO 89+10 LT � � O ,iaw� y. ooucxrr OB !S� PG i37 ui � PROIECT REFERENCE NO. SMEET NO. R-3620 8 . WW SHEET NO. � ' ROADWAY DESIGN M'�RAULICS ENGINEER ENGINEER V� �P� 7 � �PRELIMINARY PLANS: �DO��.'�NO'I USH�PORvCON517(UCTIDN , ' FOR -L- PROFILE, SEE SHEET NO. 21 �c�� /'/ w / � / �¢� / � / � � �. CULTIVATE� FIELO O JOxN M.�OUGHTY OB !l� PG 27i CULTIV4TE0 FIELO 0 0 0 0 + 0 �rn d� tiW �W i= i � W z� J V � Q � O O O O + � � dti �W iT J � I W a vWi � _ U � Q � \ 1 , r CI k�tK[NCF NO. SXEEi ND. � � � � � � � R-3620 9 1 �1 .(, � ww snEcr No. I r � � -C- C�ME DaTA p�^EONGIN EPS�GN MOGINfE[5 i `(= ,F � 1 l0l i/ � \,. -- � � µ o= 20' 3r jzp rtn� a�s ,� 0 = 029389 p ��' � � `�= �t; T = � �2� �P PRELIMINARY PLANS � '1= ,� R = 12AC70DV .�. c :„��.ioN \ �< �` `E- �`\ \ �- � � � 1= �- �f= �. �.� � � �O4 � `t` � FOR -L- PROFILE, SEE SHEEf NO. 21 �\ �+-' rtTE""'Eust" �" � `(= DRIVEWAY RADII IS 10' � � n� � �� �` V= UNLESS OTHERWISE � \,. � lA `� �1= � ,�- STATED � �.�.�M a m.,oFo . h�) p F �,o., �,. ro n. �_ s«. a*.o ev.as a. A- 55 a 90 Li i0 09 �IO li \ �$ \ \ t� \\ \ i � � � � ;z i 4\ � \ `� � �� �..-� � I � \\ ``�� C 0' ' � PROJER REFERENCE NO. SHEET NO. . � • � �� � � , �ka� .�c R-3620 /0 � �_ � � ^G�6� . � � ` RNJ SHEET NO. m � `�' `�- � \ \ � � � ROADWAY DESIGN HYORAULICS r' `' �! � � ��\ ENGINEER ENGINEER C .,�, �� � � -L-�:d&�I!/E DATA � ,� n� � P! S�o I/0+14 � � � � \ � � � � = 20' 3r 32.0� f74T�, �p.� � �. �" \ \��� _,� ,�� \ � - ��6 'g � �'� �. PKEiIMINARY PLANS: `� ��e� \� �\ T= 2J7272' � no Nar use eon;;rnxrraacnoez ' �= � ` \\ . \\\� R = 12.QOi0D0' \��ka` � `�- � � \ ��` . �= �- �c` '�� �� � \ �- �= � � ��\ ��,� \\ �' � �= � � � � O � �, \ � � � �� FOR —L— PROFILE` SEE SHEET NO. 22 �, � �=. �, O � � `. � \� ��'� \ � � . — �E= � r , ` �� �� � �. �1� � �` `I �' `' •� ����� � � [' c c �. c c �e` � � \ \� \� \k°� ' � `' � � � _ �� O �\ \ ��\ \ �� r �� � �, �- � � �. \ \ � WEtrERNAEUSER �� \ � � � pB !E7 PG 637 �'�'\ �= � � � ` `�B� \ � Jr k \\ . �. �= .�= \ \ \� � ` \ �' � • � � � � � \ � � \ \ \ \ �k'o\ . , � \ � � � � � �`e\ \ \ � \ � � `'' ' C� ' FEN EN WIRE � [' � � �eu'� �tu � �! �� . 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SIoPe Min.O=1.0 k. /�\ 6�7.0 F. / � � � FROM STA TO STA � �' —L— 127+50 RT TO 729+00 RT ��\ � 1' � —L— 178+26 lT TO 129+50 lT r \ \ � \ \ \ \ \ \ \ � \ � \ \ \ � \ � \ � Z � � 0 C a �; � / DETAIL A DETAIL G � � � LATERAL B/SE DRCH SPECIAI CUT BASE ORCH \ � Nei �u S�vle) ( Noi la Scde� - b uml� Ne�urol Fmn '� L' ..1/ c eun ,].� p 3� t•,ry. S�A Gre :l D �` ra� ond� � r P Fw 51ep. � ' _ i�j� ' � e � Min.D=1.0 F. ' . . /�. �—=� B�3.D F. B �+4n. D=1.OF. / \� k.� b=i.0 A. B=].OF. - / r„� � \ � -L- 134+0 0 LT TO 143+30 LT FROM -l- 143+50 lT TO 147+50 LT � / \ \ ' � . \ �3 � PlSla l54� �ATA � �L \ � � � _ 1782��5• rtr� � O �,�� T' = 90/la6' \� � OB !BT PG 637 �1Y' R= 5m0.ar � � d. �A / \�'�'L\ T � � \ \ � / \ � / / , \ / � . �3�4\ / � \ � \ � � � � / � \ /r�� \ , \� � / � -L- PC Slo.I95+29A0 . � � . .�•� , . CLA55 B RIP RAP 3.0' BASE DI7CH y,�OVEN WIRE `� EST. 24.0 70N5 _ SEE DEfAIL A FENCE �\� EST. GEOTEXTILE tt S.Y C DDE = 1,303 CY � , I � 80 � C C / . PROIECT REfERENCE NO. WW SHEEf NO. 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C �� R-3620 l4 . � WW SHEET NO. i -L- CURVE DATA ROADWAY DESIGN HYDRAULICS � � PI Slo /59+30.06 ENGINEER ENGINEER � � `i' � �/ D = f�08'24 �5'fLT1 �,� . `� � �= � L = �782.99' Q �= � � �P � `�= � °�' ,�-. � R =, 5�.00IODO' ' ' PRELIMII3ARY �PI:AIVS' � .1�' 1�,6� - Do'- NOi �USG tUR NNS[AVCf1oN O r � � 4 � �` ,� � � MEvERHAEUSER `�= � � p8 !E7 PG 67T � `�= � / - `�= .�" � i �= � `� �, ��� FOR —L= PROFILE, SEE SHEET NO. 24 ,� � �= �, 0 i . �' ,� % � � � � / � �= - � � `�` ,�. {� � �F= � �. � / �' �O . � O , � �. �' � r � , r � � � , � / `E- � REBEC�C�;nPGCx,9�EtR5 � `i� � . �.! �' aCi �SB � � �� � O � �= - �' � �, re , � / ALBEM�I,��A�C935�RN5.NC — � � i , � i w �, I � �' - E' � � . `�=� . � Jr i' . � .. / . �' �c � � �= � /' / � .�_ � RE9EC�C 3 �RC�E9�+EuiS � �' �, �/ � / � �= PC2 �B y � m � v i � � r �= � .�' � . � i a �= -a � �i, ¢ � � i� m� �= � � �= � � / ¢ i o � � � / a � � a � � - /i o � � /� � `�= � . 1 .�, r �. / O ALBEMARLE BEACH FAHMS,INC OB ��2 PC 9!5 Lsi � w W 2 i� W J, �� J L J Q � • P / � / / ^ � � �� � �� � � �= i, � m � � � — — ^B�\ C / `/ � \ \ �r. `.. �� \ � � `�= � � ~ �� _`�___ \ � , . .,a— _ _ � , / \`� '� � • � ,,e, � , ` � � �. / ````` � / _ . : v �i -L- CURVE DATA Pl 5/a 171+76.54 p= T 36' 373' lRT1 D = f OB' 953' L = 664l3' T = 33255' R = 5AOOD0' ' —ne_ � �' � DETAIL I / � �// O Ne LATERAL BASE DRCH / �Na�m Smlv� `I b \ � C / / � nnol / G•o 3. � 1'FL %�I �� / T �/ 0 �� Lape � \\ /� 1 v I A4n. D=1.0 H. �=•� B=10.0 F. r, �.�. �e� / Min. b=1.0 F. \\ FROM STA TO STA. -L- 169+45 lT TO 172+50 lT O \\ ALBE4ARLE BEACH FAR45JNC \\� � ��i PG 935 \\ . �, 0 0 0 0 + � � �- Q � ~ W � W I = J (n I W Z � J C..) F— Q � FROM STA.TO STA. -L- 157+50 LT To 167+00 LT -L- 158+a0 RT TO 166+00 RT -l- 173+00 R7 TO 175+50 RT O �LBE4ARLE BE►Cx FAFi4iSJNC OB ��2 PG 935 FROM STA. TO STA -L- 166+00 RT TO 170+20 0.i NC 32 % 3I50 CONNECrOR �/ 5007 -�- � -Yl- CURVE DATA PI Sta 21+OL40 0= 53 5r 272 rRr� D = 3' S7' 052 L = 1362.99' T = T3654' R = /,450D0' ALBE4ARLE BEACH FARMS.NC DB �12 vG 9J5 0o n �� FOR —L— PROFILE, SEE SHEET NO. 24 FOR —Yl— PROFILE, SEE SHEET NO. 26 PAVEMENT REMOVAL 0 MONOLITHIC CONC. ISLAND DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED �� � �I� k�� p0 I ��P° =��� ET �� �INE SNE , ��o� � Eo M P-�.CN SEE � \ C tiElSttt YATES PROPERTiES pB �11 PG 119 PROIECT REPERENCE NO. SHEEf NO. R-3620 l5 RhV SMEEf NO. '.OADWAY DESIGN HYDRAWCS ENGINEER ENGINEER 't�,qTCHL/NE -Y/- �'� � ADE� Siq, 25f "' ,P 'SEE SHEET �8 00.00 C � � O, NG E. �tRL 29B PG 5R EIP E�P r O O, � NASH�NGTON COUNTv pB 267 PG 757 waoos �o oa� _ r � 10 .. � �. � � NERSVILE C�V�C CEN7ER OB t69 PG 157 :♦:��` ' '� �.�ra�:7 � : � ���� j�;'�`Z,�i'� . '��"'�- ,. � � ���.:.�♦� . � ♦ ��::::�:�♦' �=���._ �. _' . '' - ,♦♦�♦�.�. `� �_�„�=, _ ��������� �` - - ��� 1 � � ��► � .���., — �.�'�� �� `T � i • � : ���'���� _ — ��Z�A�`�1t'�a �L7�Z�:�� �L� �' �tii����� -��^ � i !�!1[,`lifi(.7// � ��'iiLf11� / , ����•� '� � �•�♦���� �.n.ii�i►�� � /�• I� ,; � �� %� +ea. r �o Evotrc�—E. / ,� �-7 SEE OEfAIL B � � � �+� PpRrt+^ �Q � +o `W +70.05 . � � 5 ^ DDE = 122 CY 5 0. 1 0' '. . � 0 � , / / n GPS � +31.0a END UA / �� i� � � P�5 � ISFBUS 60' +75.37 TREES I / � + w ' / � 60'� � / D LIMITE UA � i . A ��� t'1 ' Gpp / E FENCE � `�}�' ' POAT / � 79.45.111.71' i � \ // XP ' X/x 4� TA � oi �/ PEA PoOGEOB 35B PGN75 STOflE.NC � � / .i%' � �_ �i \ / � f � . r `'.� ° � 1 � (� � 1 Q i o � xoot 1nacEzS � / I i . ., ' SU,R/K�EY 5 � I i, � A � ' ////\� b �-7 .. .. � /4� r � � I I . � / d �+ p O O � ' Q � � - �.+ — � _ � . : . . . . . / L N. � O . �, . . . 0 IT ' � �u.+ m : � I �� � �� ,. �' . ; . . .. .429.iB' .. .. .. .. .. .. � R AIN � . \%//�/�t�'/ 1 /!c� ..yS� tr`2'o^ . ' �/c o ` � � �I "J �S- W .66, S'. /Q� 1 � q /QP� �� � II ~ n I� I pe \ �a - ' �j ll ��s � / � � m�;r—� a- I � �TA4K5 I � ` I I ' `�= +ao.00 va � I I � � -\ 9EG. FENCE � � — — — � _ � \ \ �� � � 1 \ � \ � � \ vatar+i � � 1� tIENRY YATES PROPE�T�S �� � �, us ,,, PG �s9 ` � • i i � �� i �{� . � , `�' � � i _� � � , �-, . � i ; � ` � , � DAVO R.PAYNE OB M2 PG 352 DETAIL A IATERAL BASE DITCH �Nn�o Smle� 6 ,�.�� — GovM 3:l p '�.� 1'�F. Gdl Slepe � e � µin, p=1.0 k. 1"'1 6=].0 F. 6=2.o it. FROM STA. TO STA. -L- 784+16 LT TO 785+77 LT W f DETAIL B LATERAL N' DITCH �Nol�o S�ole� �q� 1 f—'—� F� G.aund 1.� 1'.H. Slopa 0 Min.O=1.0 H. b=i.a R. FROM STA. TO STA -l- 1B3+00 RT To 184+65 RT -L- 186+31 LT TO 788+00 LT O M�SHNGTON COUNiY OB 267 PG ]57 E11tD TIP PRO 0 h\' 'h��i �I�—/'I ��sl���. . � �. . ,�.�. ��w��:�_ ° � . � —.�.�— - " ��w,.�.���._ � -- � 1���.��_— ��'•_, • ��i :� ��_ -- _ �� , _ ______ �1������� — �=.a_w�-za:f7;iT? l►�*��������i�l��^'���j��:- '���� � ".��J��i�, 1�� •. Ic�a _ �i� i I J! �� L' .��.�,.,� ,.ti'�� �..,,� �9� �.- IJECT REFERENCE NO. SHEET NO. R-3620 16 WW SHEEf NO. DWAY DESIGN HYDRAULICS ENGINEER ENGINEER PAVEMENT REMOVAL FOR -L- PROFILE, SEE SHEET NO. 25 O�p V/ � T � II II � '. R 3620 � DODLLIA4 x. BAUM 6 "F OO.00 NFE. ELNO 0. BAUd z 08 267 PG 6� W II � ��'A em F a J� . I IS BLK � �A BUS i� � II •..... I ���6'_�: •� GR/6�EL OR I � ..� ,� �000s � �� l�xaar`; ��'1�.� ,� .�. � � �� o � ro� siors� �' �. 1�3 50.77' '. N 73�.zs° �/ � 0.., �,— _ ci/ 1 1 +so.00 r� � �i� � �,. / // �� I ISFO ^ \\O �' / I S B K D 7r MTR :( Z HENRY 6 COFBNTHA ALEXAtmEH O . � W �P � . � / . p � I I. OB 25T ac �29 ���0 �j , � p �mN/ �I I . \�� �� O VEfiP�Afi4 TEA�I � . � 'n, 5 ]6'34'9T'M � a,.N _ \ � � _� Q 50.81' r • UB �4 176 � o � I I ��'`'� �7 / �c �✓ � N 40'IS'p' E' � I I •••.�v.-. 47.47• �'7 � LBERT� PHEL ! TpEES� � m ( � `W .. �f �8 ITA P(G 2�8 y�a,ry r+!' m � I THEES 5 : I � ELYER 6 RUSH� F. NOR4AN _ � m01� � R04 LEE NOR4IAN NEHS �ors s.�.s �,�„u�f 1 �� .^" oe � Pc a ' I - ,.'� CUNC � ; i0 � i � MOODS HTR � ' : N 40'01'48' E N 40'Ol B' E m 5 5 40'01'<B' � � � � IP . 171.60' 61.46' `�' 60.99' � � t� � ..�� , � o l� � � � � � � o 5 � ISFD Q � CLEO HOLLY S PAUL 400RE � pB 263 PG TOS hw �O r OTIS 6 AllELU NOR4AN / � K6 PG 237 � , � / � DRIVEWAY RADII IS 10' UNLESS OTHERWISE STATED � m -YI- CURVE DdTA -Y2- CURVE DATA `"w P/ Sta 21+01.40 P/ Slo 12+4858 P/ S�o 15 t39J2 �= 53 5r 272 rRT� p= 63' 43� o7r rRr1 p= 50' 28� 382 rLT� . �.� D= 3'57' 052' D= 14/9' 262 D= 2838' 52.4' Z L= 1,362.99' L= 44484' L= 11620' � T= 73654' T= 24858' T= 9428' R=/,4501J0' R= 9p0.00' R= 200.QD' �� DETAIL B DETAIL C DETAIL D LATERAL'V' DITCH IATERAL BASE DI7CH FALSE CUT No��o Smle INeiie Srnlv� ' 1 � f b N.G/f.0. N=im Sml� _ � b � coivml �— �� o( w.�� 1 � � vm ��w .7.� p,�.� i:a. rai p�� .,7.� b,o� i Fill Ground .3,-� p �� 1'Fi. Sbpe Slepe ��' $�OPe B Min. 0=1.0 Ff. Min. D=I.0 F. 8=5.0 H. 6=2,p F. Exist. Ditch 6�7.a F. Bed W = 30' Min. FROM STA. TO STA FNOM STA TO STA FROM STA TO STA —Y2— 10+50 L7 TO 76+00 LT —Yl— 12+50 LT TO 14+00 LT _y�— 74+05 RT —Y2— 14+00 RT TO 16+00 RT —Yl— 75+50 RT DETAIL H SPECIAL NT DITCH . (NolioSmle� � Fianl DNrh . N I A'� �` < Slape c,o��a �.� p F�oo� Min. D=7.0 F. -Vl- 12+5� RT TO 16+50 RT - -Y2- 10+50 RT TO 13+50 RT BEGIN CONST. -Y2- Sia. 9t80.00 +t Cl I RIP RAP � ]6 70N5 —y GEOTEXfILE 5➢'lS:i� � t\ . PROIECT REFERENCE NO. \ �P \ REMOVE �""��s�� R-3620 � +00.00 � � P/vV SHEEf N( \� a� 30• i N�\ D ' .� . � ROADWAY DESIGN \ �\ 170 ��� t 9562'B � ENGINEE0. \ WOOUS� G �J Z �� � . �oe . � � �� ��� o• ' � �'so•"�" � PRELIMINA _� p1 QO 7706 .� nu.�xor v n dna V DRCH see oera� e DDE = 398 -Y2- PRC Sla.14+4984 V DRCH — SEE DETAIL B OOE = 65 ( O ALBE4�RLE BEACx FARYSJML OB ��2 PC 935 CL B RIP RAP 8 TONS — GEOTEXTILE 21 S.Y. -Y2- PT Sro.16t21� 5.0' BASE DRCH d SEE �EfNL C �� DDE = 77 CY e 1� ne ro IXISTING orrcn ° BEG/N CONST. �5 G o, �N ' 'il- 510.1`Li''�m r / � � / // �"�/ / 28� E ���� � � �g �3 � A1 8 9 B� //� � � �' �,tw� "' - / �00.-00 � ' pE0. Ex / // 30. -r Ep S �\ � /./ � 5 �v � 60' PLYN�N �g �i � �' TIE TO ��,ISTING DRCH '. �\ to • � - ' / w000s \\ � \ O �� • � � �� aLBE4nRLE BEACH Fat�MSA�C \\ I 09 ��2 PG 935 x� i �� � 2 `` � � � � - �� \ � � � 4' PS � � � � / V DR[H \ � S / SEE DETAIL B .�O y I 0 q / a Nq � 55 \ m �\Sp11, J /I +80.00 '�' / 5]' �'! 7 y� p � �� + 7 4Q� / V DITCH pROP. GUARDRAIL 0 4i SEE OETAIL B tf`� D�E = 96 CY / 5p O SES / ALBEY:RLE 6EACH FAfiyS,ItiC / � OB �� PG 935 11M1TED UA V � iEG FEN i � �j � RFMOVE i �DITCH REMOVE � <� � PE�i CIAL CUT SEE DEfAIL � OOE = 77 �E� FusE cur FALSE CUT SHEET NO. �YDRAULICS ENGINEER s r2s•�9.rw -Yi- PC Sro.13f6486 DRIVEWAY RADII IS 10' � UNLESS OTHERWISE STATED PAVEMENT REMOVAL FOR -Yl- PROFILE, SEE SHEET NO. 25 FOR -Y2- PROFILE, SEE SHEET NO. 26 � �s � "� �� c �.t T . � .< '� � �. � � � � s .r , F x�, � � � . s �'' r �.. : � -,.... .,.: 4_„s°� -ar�.M R, � .x� -z r r` ..� N � c � ��_ ,�:. -;�' r w=�� kr North,Carolma�Ue a me .ofT"r`a s or`tatioh �t-� i �� � � f~```� .�H1ghl�l:a��--��„ f,� � �, � � p rf nt .� P ;� � h �a � .f R, �`.'Mr�,,:� �a 4 4> = a t � � � r . ' x. ��:r � ' 'z ,�, *� � �x, �: � xL; ���' r3 "'C,...f- UXC3�1 '� ` F�'i'� : :; i . : .. �, � > � .� . a' . , xi� , r. - v ..�.o..-�-�._�.,�.�-� ��r � � � � " Hig�way Stormwater Pr`ogram � � `` ,« _ '° s.; � - �--�--: � � � � a,�., r � � � �.� � , �='� �' �� � , - - ,� � STQRMVIIRTER MANAGEMENT PLAN: 3 �*� � � � ' - �* �. �'� „ � � � . � �;c �. , �. > ,� , ,:. .,. . ,>,� �� � , ersion•1i2� Released-Jul :2Qi2 . '' t ,�.� . C.. s ��' � y'"� 4 ' _��' t'':+ '� � �_ . � . ', .�-; �. � .__�. _. . �.., _Y . }.:a � . .. , ,;_ _ . _ , .,, �9. _..•:�'. . .� ..,,, , .. � , u :��„ �. � ...�.. ��;FOR LIN.FAR.ROAQVI/AY"PROJEGTS � ..,��t, �. z, w :� .=tg-,_.,, ti , r. . .�',, e � �t � . °.�: ,� � _�:�. �_. �..< � � _ � . . .. . . . .. . Pro'ect(TIP No.: 34548.1.1 Count ies : Washin ton � Pa e 1 of 3 A�.;.S rf ;� � ,$� 1 m sqy %i 3f R ,A, 9:�� -s",`.. k,.or L v -.t, �. ,� .�, k s .e � � � �w °a:`:. a ,a�.:,� �, �': � �:s r � E. ,�� r .... _ ��.P b, . ,. T... ,_ ,.. ,"� a. .,�.A� . ��..., �. ,. � ., , -�� � ,a Gene�l Pro�ea formai�on � ; � � ��� � �..i , ,' t�ln - � � . ... _ . �.� . , .. _ . .. �.. , _... �_. . .... �� , , ,�..o . . .,.. ,� , .,. �, . _ _�,,..a , �� �,4 . . Pro'ect No.: 34548.1.1 Pro'ect T e: New Location Date: 7/16/2012 NCDOT Contact: W.G. Cail Contractor / Desi ner: Address: 1020 Birch Ridge Rd Address: Raleigh; NC 27610 Phone: 919 707-6711 ' Phone: Email: cail ncdot. ov Email: Ci /Town: Skinnersville Count ies : Washin ton River Basin s: Pas uotank CAMA Count ? Yes Prima Receivin Water: Cha el Swam ; Albemarle Sound NCDWQ Stream Index No.: 30-11 NCDWQ Surface Water Classification for Primary Receiving Water Prima : Class C SupplementaL• Swam Waters Sw Other Stream Classification: Norie ' 303 d Im airments: None Buffer Rules in Effect N/A �t=: �:: 1. �, � ..., ,. �' i s s. a* . .;�. ,� . . . . _ ' ....:� . i. � . .. ,:- "'i. .... .� , _.. . s.... .,.:. . ;�:: i `l J. ;.�. �:#..:i . . +..��..;: �,,. f - ,.:..: ...:d ;r.,�..:� _ ...:.�.�' ...:.1 d ..�. .,........ _. .,.-a...... -s } .�.i�. .,.. � „i . . ..;: ....µ .��ir�. ,.. ,..:� ..,... �. .._�:,:. , t...>.,+�,� ..:_ � d...,.�,,,.: ,� .. ..�.�;�. ..,� �.�»�x.'�.�9b.. ...... .:�..; v"t.,.,,.�M�,.. .�:�;,, r.. ,-. 3r a,�p.l'02C��Qe5Cf1 Y�Oh-::• .k�rt " �K t i� .t,�;; ` ...aF, a. . _._ . ..,.��.a �. . .. _,: � �� �:; .�,.. � c_:. . __.._ , - .�,�s -: � � _ . ..,. _, ... __ .__ . <....<. , . . .. _ � ..�. �. . - � . � ...,_ _ 6 _ .. ,. .._. „ ... . _ < ... ._ a M... Nn. :. Pro'ect Len th lin. Miles or feet : 3.33 miles Surroundin Land Use: Rural; Agricultural ` d: �� > � i i� u � � �i� �OS� � ..9: � �. _ .�. : ,r„ � j c �., �,. r 3 � ¢ .� - _ � � � � p , ' eci Pro ecE � � �� � � ... .+�.;�,.,,, „ . .x � .�> �.. <.�.. ... �._ .,��:..,.. ��.r� �....��et;�; , ,a5 'z". � 1 ��. �XIS�III ,.�'llt8�. 'v a� r 3��.z €., 0 3 . . �_ ' .,. .. . _ . > . .,�., .. . .�.� �� , m.., �� >.� s . � � � � � _ . _ _,.:� .�:: _ . .� .,, __ ,_...,, «� .>,�...,�,. � .,., v- Pro"ect Built-Upon Area ac. ` 14.33 ac. 6.89 ac. Typical Cross Section Description: 12' lanes w/ 8' shoulders (2' paved; 6' grassed) 10' lanes w/ 2' unpaved shoulders Vary 3:1 to 6:1 side slopes (3:1 and 4:1 in wetlands) Average Daily Traffic (veh/hr/day): Desi n/Future: 5200 Existin : 3250 General Project Narrative: The project consists of constructing a 2-larie shoulder s.ection highway on both existing and new location, between the intersection of NC 32 and US 64 and the interchange. There is one major structure, a 1@ 12'x7' RCBC on a unnamed trib to Albemarle Sound. Best Mgmt. Practices: Use of grassed shoulders and swales. Minimize use of SBG allowing for flow over grassed shoulders. Equalizer pipes in wetlands. Grading out existing NC 94 and NC 32 intersection w/ grassed swales and flat side slopes. Use of rip rap disipaters / grass swales at ditch tie-ins at wetlands to get non-erosive velocities. ;.,;� : � _ . . ..;;� �.:, r . � �. : < < :� � ... �' �........ ,.� . ,.. . �.. '4.�........ . �.� . ...,. . �...:-;+'. .... �`�_, Y �:x �:i. .,..., . :�:.� . . .....:>.. ..a.r .,., � ,�..... . . .- ,,... �. �„_ . ���:4 ...... i+3 , Ja,,,,�:�.r. . ,_._.. m :JEU" ._.: ,..,,._ ... ..,. .�.u. _� a .....:+ ,:i. . ..,.;... -�.. . s� ... ..... .....:....� , _. .,„ . �- .. . ...3r .., .3.... .. -.,..:. .�S ... 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SITE 20' � SITE 19 ��- DESCRIPTIaN PE R/W & UTIL TIP PROJECT R 3620 BEGIN CONSTRUCTION -Y2- STA. 10+00.00 PRITCHARDS LOOP ROAD (SR 1317) SITE 17 E CONSTRUCTION -Y1- STA. 28+70.00 SITE 16 INC�MPLETE PLtiNS DO NOT I�SE FON R/ W ACUUISITION PRELIMIN.4RY PLANS Uo NOT U56 POR CONSTRUCf10N GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�epored In tle Offlce of: H1'DRAULICS EAiG71YEER so zs o so �oo ADT 2014 = 3250 DIVISI0111 OF HIGHWAYS , ADT ZO35 = SZOO 1000 BircF Ridge Di., Ra(eigh xc, z�cfo 4�oF Howra�4 PLANS DHV = 10 % 2012 STANDARD SPECIF(CAifONS tl'+ ��g D = 60 °/a ' %E. � s 50 25 0 50 100 T— 7 %* TOTAL LENGTH TIP PROJECT R-3620 = 3.33 miles RIGHT OF WAY DATE: GARY LOVERING. PE SIGNA7URE: 9 a ' ` V= 60 MPH JUNE 16. 2012 PROJEC7 ENG7NEER ROADWAY DESIGN `en�,P o�,4� ENGINEER oR se PROFILE (HORIZONTAL) * '�ST =3 DUAL 4 T�p� t0 5 0 l0 2o FUNC CLASS = LETTING DATE: KEVIN E. MOORE, PE COLLECTOR JUNE 17. 2014 %ROJECT DESIGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER p� SlGNATURE: /� O xEYERH�EUSER oB 1r rG )z] F F pENUMEiLPNpL IN �—� � NAD 93 � [ucinax y/ YL(JLJ�i OECLEARINGNO o SITE 1 Y/ N M C9 �- PERMIT DRAWING ' , , SHEET 5 OF 35 , , , - _-__ _ — - � � , , k- F� k- K- �C k- IF k k- K- k K- IE k- .- r K- K K- � � R- K.- s. _ y i 1 � � � i � K- k- ,- � - K 4t s r k' �,,. i( �4- � F- f� K- k K � �� r- i- I�_ k � _ �'� '; 1� _ , �'� , � �' �„ � _ ! � . 1 K' k k h- k _ _ K �, k- � � _ K K - - - su .s w.0 vr.[s sw.0 vw[s `�c •,, _ � r. i _ ' ' , ' _ ¢£ � - .. ' ' �' �J �. ' :-- —_—_------ , ii ' --------._�_ — --- — — — --- — -- -- �- ._ � " 8 — — -- -- —_ � , . . ____—_ ". . '" ,.. —_--_—__--_— .... �..; ... _— -- — _ _ _ _ _ I .' ,.... -- --_---- _ _ , — —_ — _ _ — _ _ -- ----- �t 0' 3d' . w --- --t _. 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'k z` .,- 1' p' F` < k �- � F�- F rc � V V- K� # K- LK 4.- .- �- , �, . . ,. . _ PROI. REfERENCE NO. SHEET NO. -6 o x- io io io io io io > > io io io io io io LA ERM T D WI G SHE T 4 OF _ � a:, o.ozo 0 ozo � � 8. 3. 17+ �.�� WETL DS 4;� o.oxo o.oso 4: - - --_ --- _ - � - _ � _ - 16+ 0.00 84 3 WETLA DS 4i� o.ozo o.oao Q:i � 8.56 16+ 0.00 WETL NDS 4;� o.ozo o.oso 4:1 15+ Q.QQ B72 ETLA DS 4 � OA20 0.020 q,l 15+ 0.00 e87 WETL NDS 4 � o.oso o.oza _ _ a:� - - - - _ _ _ _ _ _ \/ 74 09 _ _ - _ - - �4'� O.00 � 9.03 E_w __- 1 0 I 0 1 0 1 0 1 0 1 0 7 1 1 0 1 0 1 0 7 0 1 0 1 0 NI z � S s �'� �; i� :: `. �t V'` � ; '-L `v1 :� 1 l � F. / . : � • " _ � � � - PROIEC� REFERENCE NO. SHEEf NO. ./ � ' � � ' B_JSILSG � i� ., r % / . . f � . . . FAV SHEEf NO. _ � ROADWAY DESIGN HY�RAULICS /13 � �, � �� � ENGINEER , j , ENGWEER , �•. . � .. .; . .' .....--' / � : �� . �' � . ` "� �'---�'� • :: NA 3 , . , ; __ ... :. - �. . - � - , _.. .. ,, ,, ......._. „ PR�LIMIN RI' PLANS � UO NOi USE PO CONSTRUCTION � � . '_ -.- . .O i - . , . ' . ` � -- "- WEYERHAEUSER , . '" , ��'� - . .DB 317 PG 323 _ . .. . _ . . �' . . . ' - .. _... ..-- - / ' �DENOTES FILL IN '� ----- -�- - -�-!--'-..�- '- '.- -.��."' - F•- -F WETL-AN�- -� '_- -- - --- �- - - -�--- - --- -- �--- - - -- - -- - - - ------- - '---�--- : _.� `.. __ _ � � - � -- --- ---- -- -------- - --- -.- . � . . . i . � /l:_ � .�� � � DECLEARINGND o SITE- 1 �° �.`�. 4. .. u� � r.�� , . _.,.. M '.: ; � nl ' M , ' � •. ._.: _._ .._.. .. ..... . ; , � � r� ' ������ ��s�,��� %� ` ' S`� � � 1 6 � � 3 5 ' , . , : _ , . t ' t J� . : ., . 1 :. 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'r. � K K � �� � _ �, � ij SM NES , ,�•.;, SMALL'PWES v " "� � SMALL PINES � `� —� _ _.. +p . , ..�� . , ..... µ(l �. l � .1 ' . .._ .__ . ;' . . 1 '.e • -' , . .. ..:, . . : ; i. � .. . � �n., � .. . , ... .- � Q . .. . . . . . . .. . . . .. . .. ..... c J �>. i - -. .. .. .. .. .. 1 � !� .�: � " - "� I� ' - - � _ - _ � �S � - � . ; _ ; � . , . _ • ` , , • " - . . . ... ..... � Mi N Pi ' . n . . , _ _ i^- . . ... ... ' � •1 � _ ..._. .... . �......._. � .' -. .: ' a. . __ ... . _: ... _. .. .. . '-: ...._ ,.. _ .. .._ . ........ ..... .. _.._. ..... _" _ . . ._. _. ... . ' � l i ; L... ____ ...... _ . . .. _ ... .... .. _.. . _. .._. _ , _ - _—__—_ _.___ . . . , r. __ ._. � .. . . . ._ ..... ..._ _ ..._ . . - 1 . . __� .. ...... � ........ . � ... . ... _. . ..._ . . ... ...... . _ ... ..- ... ... - . .. .._. ' , � � _ .. _.. . ":...... �___— __ ...... .." _._.._ . ._ � 1 . . . , � . . ... ,. ' �ti . . .._ .. . _._ .. • ,-'" —_—_— _—__ �� _... _ , . ... .... . : ...._.. --T . . _ ' .. . .. ..� . _. . . o -- �_�.__�_�_.� ... i . . ...... ._ � '^� ..u- -. .... __. .......i�.... — _� _______ . "'. _. - �� _ _.. ..�...._... .._ _. _ _—__ — . . . . � � .. .... ..... ..._.... ... .., - �. . _. __— _______�__.�� " _ . ..... _... _ �__ .... .. ... .'. . __ _ _ .._ .. .. .. ._ ... �__�._�� �� ... ...._.. . .. . .... ... . ' ' . . ___ .... . ... ... .. _� � _ �..._ ... __T...._ ... ..... � ... ��. �� _.. . ,,. .: -. r... _ _ _ . , . . .: :., - N ..D°..�74: _.. _ _ _- _ ---- - - _ _ _ _ - --- - - , _ - _. . - - _: -_ _ _ _ £ — _ f ��� �r. �,�. .. .- -- - ,.� ° _ ;: -. -:. - - -- — ------ — _.. - __ _ _ _ � - a-- +'e�' ._ � - .. � _ '"" _ ' _ ' F - ___ __._... ::. F . . .-� .. :. . . - ��__ , � , .. , ,. ..: . �:. .: � ..� �:. -.. '. :_.. . � ._ F: . .':.. . . � � .. _.:- . � , . . .. .. .. , - � _ . ..: SMALI PINES -- � � ,.- ; ... ....,r F . -.. . .. . .. ... . . : ..__ .n.��� .... � -� • � .' ' SNALL PINES ' • i :•' - . ... ..._ - . _.. _.. . + � Q .. ..'. ..n /' .... .. . : ` .,.. � ::. .. . . _ _ �. � , . /� . ...., : h '�.. ...... . C' • i . � � ". .... ._. .� � SMALL PINES , �' � �...: S7.S�� (`�; • \ i w l - . " ' .�., - �. .. _ .. ..n .. .. . I. , . .. i : ' ,. ... . � � � . .. � . �� _ . _,,,. .. ..., _.._ . �� ; ��. . . • - � � . , . , .., . �:- _.......,� .. . ....... .......... . _ a , . � - _' -'�{ � . -'', ..�.' -... :'K k=,\ h- _,---' tH,' t+aTl0ri.13.5�= �C- - _ _ ' ' h r , » ... � , ^� EL� + . ..- � . r .; .... � .. � � - - - `` N 792126 E, 272%25 - _. . � � ;� ., , � k k ,- ,- � � •` �w��� " ... '. .. , z..._ . �.. BL_$IPiIAIV 33;36.00 57 RIGHT � r � �. K. K K k. ` . _ .,, nia--.-_-_---�---�� ''�. FR SPIttE IPo'20' PINE ' " ; .' ,.....n...... . `, c ..............................�.. �•. .. ., . ........ ,. '` -BL- II __ `I ` ,� 1 K: h : ; �, ' K ' ' �, _ _. ._.. ... � k : � � _ . . -, . _ ._. ` , , � _ ..._ ... k , s � K_ k•°: K_ t K k= I� � � - fC r , , . ., , • . . , ; , - ., , ,: . . _ .... .... ..... .. : . _. _ ^' • , � . _ , . • i I� , K, K K.' k K: k= � K K k F.= � ;e k ` K..: K ..- K� k= K K I�- � �� O • . - � r .. ; - : _„ ,.; ` ' � = � WEYERHAEUSER ;� :: : .. `., ...� ' � . - � � �/ . �. J ; � DB 317 PG 323 , � . .. , . ; . .. .. ..... ; . ....�_....... , � .. �, , . - f: K K K.- � . � : k= i< � K.- ��K- 100' �; 0' -100' <= K- - �- K sroi�:,-� ,00• h K �.... ._. .. K K.- �: K . _ . - �� / � ., . , ; � . RADB 27BNPC'44jEL . . ..-. ... � . / : I; .- �C �= K� K : K k= k: h s � K K �� L, k � , ;, �, ; - � ,- _. . K k ,i� "- k f- F- � � F f' Ik f _.. � � , , ' .:- _._ _... . . . - - - ' ' ;; - - ,- � � � . �..- 'C - '�`:k- k= �% � � k= k < � K k= k K K � K K- !� k_ - K_ k K K- K �= . . �_ u_ .._ v_ �•_ �_ �, , „ �, ,. PROI.REFERENCE NO. SMEET NO. ti�-�i� 0 x- io io io io io io i i io io io io io io WETL NDS WETL NDS P RMI DRA IN HEE 7 F 3� A:\ - 4:/ 32 + 0.00 ETLA DS ETLA DS ° � a: i — — -- — — — — — — � _ — — 31 + 0.00 ETLA DS ETLA DS a:� a:r — — — — — — — — — �— _ 31 + 0.00 ETLAN S W TLAN S 4:1 4:1 � - _ _ _ - - _ - - - _ _ - r � - - 30 + 0.00 � W TLAN S 0 n:� a:i 30 + 0.00 W TLAN S - n:� a:i _:�_ 29+ 0.00 �;- --- ,o io ,o ,o io ia , , ,o ,o ,o ,o ,o ,o _ 0 � t]FIqIL A .. . -- 'I _ eir-. ' -r ' L I .� �I _ .xo n m �T�.�, --_ - � 0 i l� . :� T ..- �-i. �a : rc ae. a., .i O � �! � M- � K ��- <- r.- k- �' DEfAU 8 -- - -.. � u . c� I I l J--+r� I iR'v 7 S!i � -i- .s. _ �so .. � -i, cu�e�um r.�a�snn WEVENfaEVSEF OB lII PG 3D �o[Now�s�pN�� irv � oeHores wwo ���� � �ui�ci w.iii s w SITE 1 � � k � . i �- ____T, _T '°� SITE 2 i' O ' _ _• � 3 r K � � . �oxH u.00ucwr. � l31 P� 2T i� i _� f� �l�—fu � NAD 83 JIERp 1FfF�fNCf HO. $HfETC I LL� y MV SMER NO. �wnr ofsmrv xro�nuuc ENGINEEA ENGWRII PRELIMIN RY PLANS m .or v�e vo omrxurne. FOR -L- PROFILE, SEE SHEET NO. 20 PAVEMENT REMOVAL �i PERMIT DRAWING �7� SHEET '� OF 35 � r,�-,<--� - SITE 3 �. 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SHEEf NO. ' � �.:. .; ' :� ' �� . ...:. � _ . , ' - ' � I B��ZC � • , � ;' i '. ' L_ . _-... _ , __.., , ,�" ; � , RM' SHEET NO. _ ROA�WAY OESIGN HYDRAULICS � � � � � ' J ' � ' ENGINEER ENGINEER i__--� ' "- .� ' ' . ' . �:" , � w .,� /' � � � . �3 , ' r �y , . � � ' : � '� � - � ' � . i� , • �- • � . . , /, P� "� " ' ' �r RELIMIN RY PL.4N , .. : : ., _ . � . I' S �f' `I� ' ' �, J,��.S� � ' DO NOT USE FO CONSTRVCTION V� � C- . � r . . . �;�. 4 - w.- � • " ,� – , ' , " WEYERHAEUSER �= �� � . . �' � � � i � �B 387 PG 63'! �- . � � � r �"_' ' - _ :1� ' , � : � �`" ,r F F DENOWETLAND� �N , � � / �, � , � FOR —L— PROFILE, SEE SHEET NO. 24 , " � - �– ,, .. ,� . ._ . _.... _.... � , '. . ;� � � �.. . ...,...._ _.. �, • , • a. 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' . ... � , , . , •. � , . . . - .. ... �� , 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 inWetiands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 12+35 / 44+7g LT-L- FILL 2.36 0.01 0.73 1 20+2Z -L- 54" RCP 0.01 108 1 20+22 -L- Bank Stabilization <0.01 12 � � g+g5 -L-RT 54" RCP <0.01 1 24+ZZ / 24+57 RT-L- FILL <0.01 1 30+�5 / 32+g0 RT-L- FILL '0.05 0.09 1 45+40 -L- 54" RCP 0.01 2 47+60 -L- 30" RCP 0.03 3 � 51+05 LT -L- 24" RCP <0.01 4 89+Z5 -L- 42" RCP 0.01 5 90+�0 / 109+Zp-L- FILL 3.20 0.79 6 110+� 8-L- 48" RCP 0.01 7 ���+39 LT -L- FILL <0.01 0.01 8 112+g0 -L- 24" RCP 0.01 9 113+z5/118+g0-L- FILL 1.02 0.26 10 127+75 -L- 42" RCP 0.01 11 134+35 -L- FILL 0.05 0.01 0.02 0.01 12 137+70 RT -L- FILL 0.09 0.04 13 141+10 TOTAL TAKE FILL 0.07 14 146+00 RT EXCAVATION <0.01 <0.01 14 147+73 / 157+50 FILL 1.80 0.01 0.44 14 148+73 -L- Box Culvert 0.01 82 14 148+�3 LT/RT-L- Bank Stabilization 0.01 0.01 32 44 15 169+gz -L- 48" RCP 0.02 15 170+30 / 172+90-L- FILL 0.39 0.06 0.11 16 179+05-L- FILL <0.01 17 184+35-L- Extend 48" RCP 0.01 17 9+g3-Y2- 48" RCP <0.01 18 13+00 RT -Y1- FILL 0.02 19 25+60 LT-Y1- FILL 0.04 0.02 20 27+50 RT-Y1- 18" Pipe <p.p� TOTALS: 9.07 0.01 0.04 2.45 0.27 0.01 234 44 0 JS'Non-Mitiga6l�. Site 1-Sta 19+g5RT, Site 1-Sta 45+40, Site 2-Sta 47+60, Site�89�-25t Site 6-$ta�49*'t6-Site 8-�fa-492+89, -S�� ;,;-S�a -; i7-•-,'�; Sit�..-� �-'� 169+9z,'�ife '1'7=Sta-18`4�35fg+93T S'lieol8-S�ta6'h3wB@; Site 20-5ta 27� Site 15 - Fill in Surface Water Pond"=0.11ac Sites 5,9, and 14 - Epualizer pipes placed @ natural ground and not to be buried. Site 13- Total take Site 19- Total take Note: 0.48 ac of Temp Fill in Wetland In the Hand Clearing areas for erosion control. NC DEPARi'MENT OF TRANSPOKI'A170N DMS[ON OF HIGHWAYS courrrr WBS - 34548.1.1 (R-3620J �'.E�iI1�1�IT �R�i��iTIN� �.i�EET 35 C��' 35