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Home My WebLink About20180613 Ver 1_Permit Plans_20180503See Sheet 7-A Fur Index nf 5/�efs BEGIN TIP PRO -Ir STA.10+25.00 �� SJ� A! �1L`�� `l.[i\�`�Y��.l�' 1`)] �ll �Y ��ll�11' �� `ly� WW t`1\ ll � CHEROKEE COUI�TY LOCATION: REPLACEMEIVT OF BRIDGE 1V0.226 ON GRAPE CREEK RD. (SR 1350) OVER GRAPE CREEK TYPE OF WORK GRADING, PAV7IVG, TRAFFIC CONTROL, DRAINAGE, f�' CULVERT _U ca.sre cnasrc eoAu �� \� � SR 1350 -� ' = _ - - ,- - - TO /326 _ __ -_ "� — lOP BROWN yq.y. --=_ =— =_— - , -- --- _ \ // � IS �� ) ! —� �� . � � ...,�'.. � �� 1��1 _—�1_�;_I \ \�J _��_ 'NO \ O��T END TIP PROJECT l7BP.14.R.86 -L- STA.73+60.00 CONTACT.� JOSHUA B. DEYTON, P.E. THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCE55 BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. NCDOT HlGHWAY DIVISION l4 UNLESSALLSGNATURESCOMPLETEO 4 Prewred In )re OI�Ice �: J)yDRqULICS ENGlNEER��."`�� q GRAPHIC SCALES DESIGN DAT.9 PROJECT LENGTH WSp ,�oe?�e�•RQi �,, ADT 2070 = 630 Fo. rn: ' 50 25 O 50 100 NORTH CAROLINA DEPARrMENi OF TRANSPORl'ATfON -. 5�� • = pF �oAPq ADT 2025 = 1260 :; 27876 ;; g, c4g DHV = NA % ' ` ` a PLANS D= NA % LENGTH OF ROADWAY PROJECT 17BP.14.R.86 = 0.063 MILE '' 9.;��° �"=E'; �. ��4�A SiPH�"`` _ 50 25 0 50 100 7= g y+ LENGTH OF STRUCTURE PROJECT 17BP.14.R.86 = 0.000 MILE RIGHT OF WAY DATE: NICK RAMIREZ, PE Na�:: �� "` y ^ V= 20 MPH TOTAL LENGTH PROJECT 178P.14.R.86 = 0.063 MILE rxo�acr aHcwesx NA ROADWAY DES7GN , + ENG7NEER ;��,� � PROFILE �HORIZONTAL) • 7TST =NA DUAL NA SEp _ ``��'sp ��r�e 10 5 0 10 20 FUNC CLA55 = LETTlIVG DATE: JENNIFER L. STARNES, PE '_ `:. oaece�s �i 5 f V�"� LOCAL rxohcr usncrv avrurv�x = _ PROFILE (VERTICAL) SUB REGIONAL TIER °{ �.fx _____ __ __ __ __ __ __ _ _ ._ ._ ._ ._ ._ ._ ._ ._ _ _ .. _ _ _ _. _. _. _. _. _. _ _ .. ._ ._ ._ ._ _.._ ._ ._ ._ _ ._ .. .__ __.._______.__.__.__.._.__. _. _. _. _ .. ._ ._ ._ ._ ._ ._ ._ _ _ ._ . ... __ _ _ _ _._ . _. _. _. _. _. _. _ .. .. ._ .. Note.• Not to Sc¢le *S. U.E. = Subsurface Utility Engrneering BOUNDARIES AND PROPERTY.• State Line County Line Township Line - City Line Reservotion Line - - Properly Line Existing Iron Pin ,,, Property Corner ---� Property Monument � Parcel/Sequence Number �z3 Exisfing Fence Line -x—t. x- Proposed Woven Wire Fence Proposed Chain Link Fence a Proposed Barbed Wire Fence $ Existing Wetland Boundary ----«�a---- Proposed WeTland Boundary ^e ExisTing Endangered Animal Boundary �^� Existing Endangered Plant Boundary E°� Known $oil Confamination: Area or Si}e --�— � Potentiol Soil CoMaminaTion: Areo or Site —�— � BUILDINGS AND OTHER CULTURE.• Gos Pump Vent or 11Ki Tank Cap G $ign s Well : Smoll Mine �'' Foundatian 0 Area Outline 0 Cemetery � Building �� School � Church � Dam HYDROLOGY.• $tream or Body of Wafer Hydro, Pool or Reservoir `____ � Jurisdictional STream _�5 J Buffer Zone 1 az � Buffer Zone 2 —ez z Flow Arrow Disappearing Siream �- - Spring r� -�-��,-^ Wetland � Proposed La}eral, Tail, Head Di}ch False Sump � � �°1[°'1�°Il"1E �]F N(�J�,1'f'lE�][ �C.�]f��Il,gI�T� �I�d�II�N �{➢1F b-1[II�1H[�A �Y� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS: Standard Gauge �� RR Sig�al Mileposf � Swifch N, O35 RR Abandoned — — — — RR Dismanfled -------- RIGNT OF Wf1Y.• Baseline Confrol Poin} � Existing Righf of Way Marker �. Existing Righf of Way Line - Proposed Righf oF Way Line � Proposed Right of Woy Line wi}h ...n. ♦ Iron Pin and Cap Marker LJ a Proposad Right of Wuy Line with m� � Concrete or Groni}e WW Marker '�' U Proposed Conirol of Access Line with � Concrete C/A Morker Exis}ing ConTrol of Access —��— Proposed ConTrol of Access � Existing Easemen} Line — E Proposed Temporary Construcfion Easemenf - E Proposed Temporary Drainage Easement— —70E— Proposad ParmonenfDroinoge Easemanf— —pDe— Proposed Permonenf Druinoge /Utilify Easement—DUE— Proposed PermonenT Ufility Easement rue Proposed Temporary Utility Easemenf . Proposed Aerial Ufili}y Easement —nue— Proposed Permonent Easement wifh Iron Pin ond Cap Marker �.� ROADS AND RELATED FEATVRES.• Exis}ing Edge of Pavemeni Eaisting Curb Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp � Existing Metal Guardrail - ' ' Proposed Guardroil ' T T T Ezisting Cable Guiderail Proposed Cable Guiderail Equality Symbol � Pavemenf Removal � I�EGETATION.• Single Tree f3 Single Shrub a Hedge '"-"` Woods Line �""_. _'„"^""-_"'n- Orchard O f3 f3 � Vineyard 0 EXISTING STRUCTURES: MAJOR: Bridge, Tunnel o� Boz CuWert 0 8ridge Wing Wall, Heod Wall and End Wall - ,J �oxc ww � MINOR: Heod and End Wall i zoHc xw � Pipe Culvert Foo}bridge � � Drainoge Box: Cafch Basin, DI or JB �ce Paved Ditch Gutter ----- Storm Sewer Manhole OO STorm Sewer � UTILITIES.• POWER: Existing Power Pole � Proposed Power Pole b Fxisting Joinf Use Pole � Proposed Join} Use Pole <r Power Manhole OO Power Line Tower � Power Trans4ormer � lLG Power Cable Hand Hole H-Frome Pole •—• Recorded lLG Power Line ° Designated LLG Power Line (S.U.E.") ----^---- TELEPHONE: ExisTing Telephone Pole + Proposed Telephona Pole � Telephone Manhole OT Telephone Booth � Telephone Pedestal � Telephone Cell Tower �. lLr; Telephone Cable Hand Hole -"L�d Recorded lLG Telephone Cable � Designated LLTi Telephone Cable (S.U.E.`�- ----T--- Recorded U/G Telephone Conduit �_ DesignaTed UK Telephone Condui}(S.U.E.*j- ----�_--- Recorded WU FiberOpticsCable ��° Designoted WG Fiber Optics Cable (S.U.E"-r ---*�^---- WATER: Water Manhole OO Water Meter o Woter Volve e Water Hydrant �1 Recorded lYG Water Line ^ Designated llG Wa}er Line (S.U.E.'� ----^---- Above Ground Wafer Line N: N Satellife Dish � N Pedes}al � N Tower � lLG N Cable Hand Hole "L� Remrded LY� N Ca61e ,� Designated lLG N Cable (S.U.E.') ----�°--- Recorded WCi Fiber Op}ic Cable �°.� Designated WG FiberOpTic Cable (S.U.E."r ----'°•�--- GAS: Gas Valve � Gas Meter � Recorded WG Gas line ° Designated ll�i Gas Line (S.U.E.'� ---°---- Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole u Sanitary Sewer Cleanout Q WG Sanifary Sewer Line ., Above Ground $anitary $ewer Recorded SS Forced Main Line .0 Designoted SS Forced Moin Line (S.U.E.') ----a�---- MISCELLANEOUS: Utility Pole � UTility Pole with Base ❑ Utili}y Lom}ed Objed r� Utility TroHic Signal Box p Utility Unknown lLG Line �«— 11T Tank; Water, Gos, Oil O Underground $forage Tank, Approx. Loa — „`�s.` Pif, Tank; Wafer, Gas, Oil � GeoenvironmenTal Boring � lLG Test Hole (S.U.E`) p Abandoned According to UTility Records AATUR End of Informotion E.O.I. O � ` O 9w � —�— PI Sio l/f39.42 PI Sla 12+T57 Pl Sio /3+54�6 �= 2?' 55' 5i .5" lL7l �= l9' 29' iE.3" lF7l 0= 3' %4' 4G.7" lk7l D= 2a' 30' 00.0" D= 2A' 3d 00.0" D= A 50' 08.5" L= 95.60' L= 7454' L=; 3.99" r= aza� r= 4a.ib� r= 3zor R= 233.$6' F= 233.5E R= i.184.85' OS = 20 MPH DS =�0 MPN D_ = MATCN EX/STING e= 0.044 e= 0.094 e= MATCH EX/STING 4�^ svet DETAIy A Tm 5 ��.mi.� o a�ep �PPTD' V D �J� paNNv n LE��a OIIFNEii BEGIN LONSlFUCTbN I35� e 10 IO�IOc^/ -�R- - IIM52 -L,IOORT e� .5to f.�e.,a IO+UO BEC7N 77P PROJECT (7BPJ -!! ST9.I0+25.00 BEGIN TAPERS (LT Cy RT) BL 6M ��J2.[ EEVT��i1]"9"� \_�w:-:�3'��, e\�ro e \ o�.�� \ " �, E�P esr sv rr =. �• ��aFv��a enaeAan c. eanves � �B tiE P, i 9�,� J o�s END TIP PROJEC7 17BP.IO.R.86 )' l5' 09.0" W -U STA. f3+60.00 / V,� END TAPERS (LT Cn RT) / _ �� a i / � � � /E�� `iE� F N o o� � \\� '' ` . / .m x R`9%lE : - — _ J �yJ 3 � _— /.Q[_ -„ � __ �rl�5n � w � . IS . � p — PUE��q 'li s\� E P00ERT & JIIUr qrvN 6HIGG5 � PUE ^ �6 3aOG 133 � �,: . �WSP �,� � a3a r� en��na sree� s�ne uoo Ralei hYNC i]601 � 9t9.836 a04U .�� E�o. � oasom raoliEFE14.R 4c o. �� UOCUMENT NOT NSIOERE� F�NAL UNLESS a�L SIGNA URES COMYLETEO DETAIL B SF-790226 SINGLE BARREL CULVERT SKEWED LOW FLOW CHANNEL AND SILLS �—�rt� -I nuo M.r F a E umuum�nHo eoveo u5 5� ��Rnniw[c�w� alq� rv oN of XIGN SILL9nFrlFS 51[NGwi[reor suenRlES oElFunwEo ev *XF NIEi qNo OUnEi p� Q� ,, � �= I�s W O � a �'��"�yq'�Ne � �a�B� �aNNv & IENa BURrvETi � �"� �� ioN ib t� <`� '7fi y ° � �' . . oe i3e-r P� xw c, ou�,�P PT� Sia.�10+97.69 ` - A �a�� '� sh.F ow',�V ��A��p � <�� -OR- �F' �.p �aic� v.0 - P/ Sia /0+�3.63 PI Sta IO+c`1.57 °�D� �..F� L� = 9R' 52' 53.4" (LTJ �= 5' OG" 252" ILTI ca U=/90' S9' 09.4" D= G Sti' 41.8" -_ uc� rosr oN�. �o:�.E.�,. .�o �w:�.w. :�« L = 25.5q' L = 7`L.l�'� T=/3.63' 7= 36.07' run wEw H = 30.Od k = 825.Ob' . . . . . . .'. I :� � I i ' ' I � I � '_ � i � I �i._ � ' o � � I I { . - '_ - . .' . . :- .- T � II�� u � � �� -L- u �-- � i i_�� i I � � -DR- � �I � - i� �.GULVEHT N>'DRA�2IL D4TA _ w : ' u I II - . . . . � : . . — i .. i � � c � � i i rr r -i � �� W � . i � h :-'� � i i i , i F QL ii;N Cl H4 i �. /n GFS - � �E !GN � ti7UrN�X I �. Yk5 I� �. ... . � � ��._� .. N a'> ILF'� -II ��I d � .fl�/1SE ��i�LHlViI-L �vCl. [�F� I.I._. � F! (3r'_t�� wM... I l .. . �. +- '�1{� , iE I,N 1 Vt L .iTION I li�ll rT pl l+-].00 ' Ei '.lu°� Ci ``�+ �t I: I�: I W� ti _ �. . _ � cL 1788.fi�1' �� VC �� 80 a F. I' I' � � I'. I' � w - I �� I � u I 1 � I�� 9 � � i i i I FR . . �d� a��' ,.I 5a E,IIENrY IUO /'n5 1�C P7 Pl {2+(OGC� K =.5 2 � ' I., I �c �, � I� � _ � _ � _ 1,810 1,870 - � � Nd�F_ h'iN ELE✓471JN r75IJ5 Fi w �� P4 �� EI '�l7 2?fi' I:I r I � � ..-� �1 I .�.I� t ..I r i 0 m '-�I � I � �4 EF70FhIN UIS�CHAR E ZO �. � CFS - g . VC = � It)!), . 4 i . . I � .- � -. � . z 2 �'' . I I - � _ e '_I � � ' - u n -r� �� i �sti I �- � I '. � � n� r4TDP IN� FRFQUCNL9 ^` �� YSS - u - �� '. �� o ¢ 2 � � L1 � � � � VERiOP IN� ELEVATION I7�0:3 FT -- Wo � �ROFrSEU . � I � t+J15�7F;i-� . � m i ��-�� . 1,800 li `� �,Pa E� �4�� I � ��`� � � �� i I-= t. � 1,800 =i L � �� . CAr t oF �LfiV El' �� ll/G2i o `c . P .. i rP`�'� . � �:.. . � , - , I ��. � - � � �� W ��. ��vAr,aN � ,».� � � � � �� , aa�: �� i i � � � � � � � �_� � i�_- '" " � �_ � i � _j � � � � �, � � � � �i - r .ar earF oF Su,�vt� _ _ ' ^ � m i �. � � �.F�oS-G5L �. . .. .. \�.. a 1,790 II .I i �. . . � n�7. _ � . I I .I-1 n: � E.ri,rim.. i --- �' �.��.. b ;I ai 1,790 _ . .+13?a . . . .� . _ . . .. �. - . .. . . 1+171.��-i401%�. . r�Jf1N0�.� 0 0 0 � . � a. rv �i � I r m � I ' :,1 � f I�f�Ti: �. I � I 1 I I 1,780 � I _ � I I - I I �. �� - � � �� i � I .� i i � i -��o��se0 I ��_ i I -_� i i I � � i � i '- �� I 1,780 e i i.i I I I I i ... . _ _ m � � i eM •2 e i c sP�rce ser in ease av . . . � r ❑ - r C44CE _ _ ' i I - � : ic M a� race � . t klSilNb . � ,; P �. r C . . � . . . '.. � � . ... �� i r_ - 32 f£FT /lF L Si0.iliJ036 S I � L.YiL��IV� o _ _ I E � I � �I � I _I ':_ � � I - I y - � � -- C �� p — _ t,zzo i ��o ��I ,�s�.<r a J w � � I � � � � � � �,� �';'� r � w r ;1 � rt_ r_ � � � � .- lJ'0 XCr" AUMINUM. CC�X CULVERT I_..1 � � I. � � � I i J . I � .L � I � �.. �� . . W � 2p' BUR/FO �. : _ F� :._ I �._— �, _ ._ l .. -� .— ... . �.. ', - --- .__ _. - . ��. � - � � ..- -�i� h z�i1 ' I L � 1�-� l i �__I I � 1--JI � 1-- 1. il - i - i _ � 1,7_60_ I� r : I li�l n I 1 i -n i:r r i- i iT h- i � r i r1 r� I i � i i 1,760 i i i i i i i i i 1 i �i i I � . � - � �. �� i I �� .: : : �o I I u�.� � I I . i : � �� ' �!r. I �� I ��. _ I � o� - I. �� i ��. 'i i li � �_-. �� I � � I � � I� � I �� i - � �� I�� . � I � II :. _ I� � � ��'�— i � � � , �- � � �II � 1.750 I � '. , . . . _ , I� ` : . . . , .. . �. � � ' ' �. I . ��. ��. 1,750 �mm I . . . . . . . . .�... .. ��.. � ��.. . . . . ... ..��... . . 10+00 11+00 12+00 13+00 10+00 11+00 P0.Ol7BP14R.86�o. ec5�icr No. C U LVE RT C O N STRU CTI O N S EQU E N C E STA. 11 + 81 -L- " E�G�NEE0. E�G��° 19'xl6'-1" ALUMINUM BOX CULVERT -L- _..._ PE IAL __— _— _---- — STILLING __----- — STILLING — — \ .— " ' —_ _ . _. . 8O� — _� . . �O� —____ _ — — — _ -- JS _ _ JS • �S _ ,-; JS , - JS - " •1 C , _ --- • � • -801 -JS -- - _ � __ -- ------ __-801 JS_ - - - - -- -- ---� .,�`� - - - - ` '� _ _ --- -- � � 1 A ' -- _- - ------ --;--- --- -- - _ -- - ----- -� _ � � �� -- " �, • . � --- . '. " ,/_ �_ ; , ., , - .- �;� �� y - - -- - �� -- -- J5- - - - - � � .__. � ----- �. '•.,'_- ` py . _ = 1' _ _ . — ---- - _ ----- -- - , " r IMPERVIOUS OEmOlISH �PORARY � � ��.. �. . I� �� I��1.T F DINE DETOU0. ��;�;I 1�_, _ IMPE0.VIOU5 ' OIKE PHASE I PHASE III 1. INSTaLL BARRIERS AND RE�IFECT TRAFFIG TO iEMPORARY �ETO�F. 1. CONSTRUCT iMPERI0U5 DIKES.UEwATER AREa ENCLOSE� INSIDE DF IMPERVIOUS DIKES INTO SFErIqL STILLrNG BASIN. �. REMOVE THE REMAINING PORTION OF THE EXISTING BRIDGE. �. INSTALL TEMPORARY 24"FLEXIBLE PIPE VIA OPEN CUT ACROSS GRAPE CREEK ROAD AS SHOWN AN� BACKFILL. OEWATER AREA AS NECESSARY INTO SPECIAL STILLING BASIN. 3. CONSTRUCT SOUTHERN PORTION OF Cl1LVERT INCLUDINL WINGWALLS AN� RIP RAP ALONG WINGWALLS. 9. CONSTRl1CT SILL AN� RAFF�ES IN Cl1LVEftT.BACKFIL� IMSI�E CLILVERT WITH STOCKPILED NATIVE MATERIA�. 5. REMOVE IMPERVIOUS DIKES.SFF_CIaL STILLING BASIN AND PORTION OF 2d"TEMPORARY PIPE THAT IS NOT IJNUER 1'EMPORARY DETUl1R ROA6WAY. IrnPE0.VI0U5 24 1NCH E� REMOVE TEMPORARY SHOFING. FINISH ROADWAY WORK. REMOVE TEMPORARY �ETOUR AN� REMAINING "L4" IAL OIKE TEMPORARY PIPE TEMPORAFY FLE%IBLE FIPE. snwH� ___ _---- i, OPEN NEW ROAD TO TRAFFIC. \BA IN — � —_- � '�.. �O� � �� --. . �d— � JS _ JS - -` ✓s � -80.(�--JS --- - - s " �---_- - — — — �/ ��:r% -_� - - = = - —_ _ _ - • - - / / " �'� )5 � - - �. � � . - -- ___- , , ='. _ , _ ,. 1 ----- _`,_ - -_ -- - � / �� iMPERVIOUS DEMOLISH :\j.l-I 1 �. DIKE PHFlSE II l. HELOCAIC IMPERVIOl1S DIKES TO ALL"UW WATER TO FLOW TNROUGH TEMPORAFY FLE;(T_BLE PIPE. _. LIEWATER AREA ENCLOSED INSIDE Of IMPERVIOUS DIKES INTO :PFCIAL STILLIMG BASIN. 3. INSTALL TEMPORARY >HGRING/BARRIERS AND DIRECT TRAFFIC ONTO SOUTH SIDE OF ROAD OVER EHISTING BRIDGC. 4. REMOVE PORiION OF 9k�GE AS SHOWN. �. INSTALL UPSTREAM PORTION OF fULVERT IN(1U�ING WINGWALLS.RIF FAP ALONG WINGWALLS AND RETAINING WALL. 6. CONSTRUL'T SILL AND BAFFLES IN IJPSTREAM CIJLVERT. 7. BACKFILL IIVSILIE Cl1L�/ERT WITH �TOCKPILE� NATIVE MATERIAL. e. CUNSTRUCT TCMPORAFY GETGIJR GVER NEwLv rnNSTRiJCTEO CULVCFT. GRAPHIC SCALEI Y88�