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Home My WebLink About20180681 Ver 1_Permit Plans_20180517� a 00 0 � A � U � O U S� Slcat 7-A For Index of See SAeet 1-B For Corrvanllo�w VICI11tITY MAP NCDO7 CONTACT: HIGHWAY DIVISION 14 BRIDGE MANAGER IOSHUA DEYTON, P.E. �828) 48�0902 THERE IS NO CONTROL OF ACCE55 ON THIS PROJECT. GRAPHIC SCALES 30 ;or� PlANS zo ;o p 3o ap PROFILE �� DESIGN DATA ADT = 310 DHV = NA D = NA T = 6% V = 20 MPH TfST =NA DUAL NA FUNC CL15S = RURAL LOG (SUBRFGIONAL) ��i�•��i�i «i �ui•:�i�ii � �i•:�ni i �� I� I� I�� . �� I I � �� i I �� '� �, POLK CO U1�TY LOCATIOTL• BRIDGE #740197 OPEX OSTII�I CREEK Ol� SR I142 (HOLBERT COVE ROAD) TYPE OF WORK.• PAVII�IG, GRADIrIG, DRAIIYAGE CH CULVERT PROfECT LENGTH LENGTH ROADWAY PROJECT 17BP.14.R.117 = 0.067 MILES LENGTH NLVERT PROJECT 17BP.74.R.117 = 0.004 MILES TOTAL LENGTH PROIECT 17BP.14.R.777 = 0.071 MILES DESIGN EXCEPTION: �1) SAG VERTICAL CUftVE K AMERICAN �^L°K �� .�• Englneering "�'��"°.<"'� RlGHT OF WAY DAT6:I ALLISON C. IOHNSON, P.E. JUNE 29.2015 PAOfC1E"�`" L6TTMG DAT6: I BENIAMIN C. PICKERING II, P.E. TBD +ao�ccrnumevEvewsex , �,•+1�a�■��4i�+�1 ,�.�1 i■ • �1�►1/�i�� r�r��iyli{� i��I�,.j►�� '�rrr�� #`'Z.j r�� r,� a � �"`na °"e'°w.�n"E' `°m°`�rE° � DIVlSTON OA NlGHWAYS ST9Tfi OP NORTH CAROLlNA � Note: Not to Scale *S. U.E. = Subsurface Utili[y hngineenirg BOUNDARIES AND PROPERTY.• S�ale Line counTy �ine Township Line Ciry Line Reservation Lina ----- Proparty Line -- &isling Iron Pin Q Proparfy Cornar --� Property Mon�meni 0 Porcal/Seq�enca Number Q EKisling Fence Line —x—x—x— Proposed Woven Wire Fence Proposed Chain Link Fence a Proposed Borbed Wire Fance A Exis7ing Welland Boundary ----*°---- Proposed Wefland Boundary —'�— 6cisling Endangered Animol Bo�ndory —�^— &isfing Endangered Planl Boundary ^`— Known Soil Contamination: Area or Sife -- +�— � Polential Soil Contaminolion: Area or Sire --�— '� BUILDINGS AND OTHER CULTURE.• Gas Pump VenlorlYG Tonk Cap o Sign a weu 8 Small Mine �k Foundafion 0 Area Outline O Cemelery 0 B�ilding �-� School � Church � hIYDROLOGY.� Stream or Body of Waler Hydro, Pool or Reservoir r-===� lurisdictional Sfream s—.. - BuRerZone 1 —ezi— BufferZone 2 —ezz— Flow Arrow Disappearing Siream , Spring o! �_!� Werland t Proposed Loleral, Tail, Head Dilch Falsa S�mp � � I •� � � ' �� I �� '. I � I I •� I': t�� I �� ID �, � �� q� I � I I � � ,� . CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Smndard Gou9e m � RR Signal Milepost ��, Swi�ch Dss RR Abandonad � � � RR Dismantled RIGHT OF W9Y.• Boseline Control Poinf � E.isting Righ� of Way Marker � 6cisfing Right of Woy Line Proposed Right of Way Line —�-- Proposed Right of Way Lina wilh � Iron Pin and Cop Morker Proposed Righf ofWay Line wilh � Concrefe or Granite PAv Markar Proposed Control of Access Line with � Con<rete C/A Marker &isting Control of Acceu —�-Y-- Proposed Control of Accass ---�— bv'sfing Easement Line —E-- Proposed Temporary Constr�dion Easamen}_ —E Proposed Temporary Droinoge Eosement— —Toe— Proposed PermananlDromoga Eosemant— —poe— Proposed Permunent Drainoge / U}ility Easemenl—nue— Proposed Parmonen}U}�lity Eosemen} —rue— Proposed Temporory Utiliiy Easemenf —r�e— Proposed Aeriol Ufility Eosement —pue— Proposed Parmanant Easemanl wilh Iron Pin ond Cap Morker � ROADS AND RELATED FE9TURES: Existing Edga oF Povemenl -- &isring Curb ----- Proposed Slope Slakes Cul ---�--- Proposed Slope Siakes Fill --- =--- Proposed Cur6 Ramp Q &isting Mefal Guardrail Proposed Guardrail T T ' ' 6cisting Coble Guiderail Proposed Coble Guiderail " " " " Eq�aliry Sym6ol 0 Pavemenl Removal � l�EG&T9TION.• Single Tree 4 Single Shrub o Hedge ^.^�--^^^^�^' Woods Line �� -"`� Orchard O O O O Vineyord 0 EXIST7NG STRUCTUR&S.• MAIOR: Bridga, Tunnal or Box C�Ivert 0 Bridge Wing Wall, Head Wall ond End Woll— �� M� MINOR: Heod ond End woll /'�'� Pipe Culvert Fooibridge . � Drainage Boa: Catch Basin, DI or 1B �� Poved Dilch Guller ----- Storm Sawer Manhola � Sform Sewer •— UTILITIES: POWER: &isling Power Pole � Proposed Power Pole b Exisling Joinl Use Pole � Proposed loint Usa Pole � Power Manhole � Power Line Towar � Power Transformer 0 U�G Powar Coble Hond Hole H—Frome Pole �• Recorded lY� Power Line • Designa}ed LLTi Pewar Lina (S.U.E.'� — ----�---- TELEPHONE: 6eisfing Telephone Pole t Proposad Telaphona Pola � Telephone Manhole � Telaphone eooth 0 Telephone Pedestol m Telaphone Call Tower .t, WG Telephone Coble Hand Hola � Recorded WG Telephone Cabla —�— Designoled lYt Telephone Cable �S.U.E.`)— ----*---- Ramrded WG Telaphone Conduif n— Designoted U/G Telephone Conduit (S.U.E.'t ----R---- Ramrded WG Fibar Optics Cabla —*w— Designoied U�G Fi6er Op�ics Cable (S.U.E.`f ----*�---� WATER: Watar Manhole a Wa�er Meter o Water Volva � Waler Hydranl (� Recorded lYL Watar Line • Designolad U�G Wa�er Line (S.U.E.'� ----•---- Above Ground Waler Line N: N Satellile Dish K N Pedeslal 0 rv rowa. � lYii N Coble Hand Hole � Recorded lLG N Cable —^'— Designaled WU N Ca61e �S.U.E.'� --�---- RecordadlYv FiberOplicCabla —rw— Dasignaled lYG Fi6er Optic Cable (S.U.E."r ----��^--- GAS: Gos Valva O Gas Meler � Rarorded L4G Gas Lina —�— Designated lYG Gos Line (S.U.E!� ----•---- Above Gro�nd Gos Lina SANITARY SEWER: Sanilary Sewer Manhole • Sanilary Sewer Clenno�t p U�G Sonifary Sawer Lina .— Above Ground Sanifary Sewer Recorded 55 Forcad Main Lina —R— Dasignoled 55 Forced Main Line (S.U.E.`) -----�---- MISCELIP.NE0U5: Utiliy Pole • Utility Pole wifh Base p Utiliry Located 06ject o Utility 7raffic Siqnal Box � Utiliry Unknown IY� Line —.�.— lYG 7ank; Water, Gos, oil O Undergro�nd Storuge Tank,Approx. Loc.— 'urU" MG Tank; Water, Gas, oil � Geoenvironmental Boring � lLG Tesf Hole �S.U.E.') m A6andoned According to Utiliry Records — qqTUR End of Informolion E.o.l. / /�� r� /,,,.1'•'� `�� BEGIN PR0.IECT A8P19RJf! � –L– 57A1lt25A7 � 1 r �� r � . a tn w000s : � yl � I �� UNNI+AfED �, 81 THAp JOHNSON ESTATE CONSTRUCTION SEQUENCE PHASE 1 1. PLACE SP�CIAL STII.ING BASIN IN DESIRED LOCATION 2.CONSTRUCT PHASE 1 APPR0.4CNE5 AN� lNSTALL PNASE 1 TRAFFIC CONTROL �EVIES ISEE TIrlP-41 3.1NSTALL 1MPERVIOUS pIKES 4.IF NEEDED, INST,4LL TEMPORARY 36' PlPE THROUGH D1KE5 TO �AST OF .4BC 1F EXTENDED DURAT��N REQUIRED FOR CONSTRUCTIDN 5.PUMP IMPOUNDED FLUN TO SPECI.4L STILlNG 8.4SIN 6.USF PUMP AROUND METNOD FOR DNERTING STREAM BASE FLOW 7. REMOVE EXlST1NG BRIDGF AS NEEDED DURING PHASE 1 CONSTRUCTION B.INSTALL PORTION OF ALUhl1NUM BOX CULVERT fABCJ FOR STAGE IAND CONSTRLlCT UPSTREAM CULVERT BENCNE5. PHASE 2 I.SWITCH TO PHASE 2 OF TRAFFIC CONTROL PLAN lSEE (TCP-5J 2.IN5TALL PHASE 2 PORTION OF ABC AND CONSTRUCT TNE D04NNSTREAM CULVERT BENCNES 3.CONSTRUCT PHASE 2 RDADWAY.4PPROACHES 4.REMOVE PlPE.TEMPORARY DIKES,AND SPECIAL STlLlNG BASIN CHARtES�H. REYIS woons 12 PERVIOUS DIKE �/ JDSEPH P�. MAHGAN / �4 4Q- : �O s � ,A?� EHD PROJEC7 J4RJ/T J –L– SiA�5 - � � , _ , waoos �gpyy TEMPORARY _ � /{IF NEE� � f�E��F /�� ` � � �r�� —_� � `�� r / . i i i � � � i f .�� EiP ROR CULVBRT SEE 9HBET8 �1 THRU C^b Om41po EexleprlM1KMT1T1Ai1b1�TdB15G461000!]T06{ BM #2 : NAVD 88, NA�L IN 8A5E OF 5"MAPLE, 42.01' RIGHT OF STA. 13+17.36 -L-, EL. 1298.93' w000s PROPOSED GUhR�RAA {ROA�WAY PAY ITEM AN� ❑ETAIl1 [TYP.i + \y� EXISTING -1 \STRUCTl1RE ZtJ-� _, �_ = OSi2N CREEK --- +/ ___�_ _--� :: � PROPOSECI 2Y-9'7( 5'-4' AW MINLlAS BOl( CllLYERT 7• w000s I CLASS 2 RIP RAP IRaA�WAY PAY ITEAS ANO �ESAIL] SFYP.1 k �J / \�\ � r� - � —� : : � //' /,/ HYDRAUI�IC DATA �ESIGN GISCHARCE = 140 C.F.5. FRE�l1ENCY OF OESIGN FL00� = 5 YRS.- ❑ESIGN IiIGH WATER ELEVATION = 1294.9 ORAINAGE AREA = 0.8 50. M2. BASE �ISCHARGE 10100) = 500 C.F.S. BASE HICH WATER ELEVATIOiJ = 1295.6Y 25'-0' 1 w000s 3, BM •2 � �":e: Vl / ' �`. aoo.o2A � � _ w000s STA.L2+97.00 -L- `'_ Z � TEMPORARY SHORING FOR AIAINTENANCE OF TRAFFIC (SEE NOTE51 !/ �\ --�---- LOCATION SKETCH OVERTOPPIhlG FLOOD DATA OVERTOPPING �ISCHARGE = 260 C.F.S. FREQIIENCY OF OVERTOPPING FL00D = 10 YRS. OVER70PPING FLOOD ELEVATION = 1295.1 25'-0° 25'-0^ 25'-0^ -L- APPROX. EXISTING �------� j GR4UN� ^ ---�-- * � � W � O N ^ N � w � OHAIYN BY � T.J. NIRSCH9Al1AI UATE : OS/29/1� CHE[1cEp BY : A•F. WERTAIAN pATE � 07/Y5/15 FOR UTILITY IMFORMATI6N, SEE UTIIITY PLANS AN� SPECIAL PROVISIONS GRADE DATA GRAOE PDINT ELEV. A STA.12+97,00 = 1299.55 BE� ELEV. (a STA. 12+97.40 = 1291.3 ROAOWAY FILL SLOPES = 2:1 25'-0" . 25'-0' � � N TM P N .�r W � PROFILE ALONG � CULV�R7 � P m N W NOTES ASSUMED LIYE LOp� --------- HL-93 OR ALTERNATE tOAUING. TH25 Cl1LVEftT IS LOCATED IN SQSMIC ZONE L FOR O7HER �ESTGN bATq ANa GENEqA� No7E5,SEE SR�ET SN, CULYERT LS TO BE DESIGNE� FOR A MINIMUM FILt �EPTN OF 1'-6'AN6 A MAXIMUM pF 2'-6'ABOVE THE CROWN OF Cl1LYERT. FOR SI1BtAITTAL OF WORKING �RAWINGS,SEE SPECIpL PROVISIOWS. FOR FALSEWORK AN� FORMWORK,SEE SPECIpL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIQNS, FOR LI3dIT5 4F TEMPORARY SHORING FOR MAiNTENANCE OF TRAFFIC,SEE TRpFFIC CONTROLS PLANS. FOR PAY ITEM FOR TEMPORARY SHORING FOR MAIMEMANCE OF TRAFFIC,SEE ROADWAY PLAiJS. THE E%IS7TNG 1 SPAN STRL1C7L1RE [1 CJ 18'-e'11YITIi A[LEAR ROA�WAY WI�TH OF 21.08' ON A TIM6ER DECK WITH 21 LIWES OF 6?f12 TIMBER JOISTS OH A Sll@STRi1CTl1RE CONSISTIMG OF ABUTMCNTS CONSISTING OF TIMBER CAPS AN� POSTS AN� LOGpTED AT THE SITE OF THE PROPOSED STRUCTl1RE SHALL BE REMOVED.THE ElII571NG BRIOCE IS PRESENTLY POSTED BELOW THE LEGAL LOAD LIMIT.SHOLILO THE STRl1CTURAL INTEGftITY OF THE BRIOGE FURTHER OETERIORATE,THIS LOAO LIMITATION MAY BE REDl10E0 AS FOIIlJ6 NECESSARY OLIRING TNE LIFE OF T}[E PROJECT. THE SUBSTRUCTl1ftE OF THE EXISTING 6RIDGE IN�ICATE� ON THE PLANS IS FflOM 7HE BESF INFORMATION pVAILABLE.THIS INFORMATION IS SHOWN FOR THE COWVENIENCE 4F THE CONTRACTOR.THE CONTftACTOR SHpLL HAVE NO CLAIM WHATSOEVER AGAINST THE �EPARTMENT OF TRAiJSPDRTA7TON FOR ANY �ELpYS OR A�UITIONAL COST INCLIRRED BASE6 ON DIFFERENCES BETWEEN THE ExISTING BRI�GE SUBSTRUCTURE SHOWN ON THE PLANS pN� SFIE ACTUAL CON�ITIONS AT THE PRO�ECT SITE. REMOVAL OF THE EXISTING BRI�GE SHALL BE PERFORMED IN A IAANNER THAT PREVENTS �EBRIS FROM FALLINC IFlTO THE WATER.THf C4lJTRACTOR SHpLL Sl1BMIT �EMOLITIOH PLAR'S FOR REVIEW ANO REMOYE THE BRiOGE IN A4COR�ANCE WITH ARfICLE 402-2 OF 7HE STANDARD SPE4IFICATIONS. SEE SEC720N 414 OF THE STANDAR� SPECIFICATIONS FOR Cl1LVERT EKCAVATION AND BACKFILLING. E%CAVATE AT LEAST 1 FOOT 6ELOW THE CULVERT AND FOOTIiJGS,AN� REPLACE THE EXCAVATEO F�ATERIALS WITH FOl1NDATION CON�ITI4NING MATERIAL IN hCCOROANCE WITH ARTICLE 414-9 OF THE 57AN�ARO SPECIFICATIONS. FOR ALl1MINl1M BOX Cl1LVERT, SEE SPECIpL PROVISIONS. THE RESI�ENT ENGINEER SHALL CHECR FHE LENCTH OF CULVERT BEFORE STAKING IT Ol1T TO MARE CERTAIN THAi IT WAL PROPERLY TAiSE CpRE OF THE FILI. pLL MATERIALS SHALL MEET THE REQl12REMENTS OF THE NCDOT STANOARD SPECIFICATIONS FOR ROAUS ANO S7RLICT�RFS oATE6 JAiJIJARY 2012. THE OETAILS SHOWN ARE FOR GENERAL LAYOIIi ONLY. THE Sl1PPLIER SHALL PROYIOE �ESSGNS AND �ETAILS FOR REYIEW AN� APPROVAL THAT �IEET THE REOlIIREMENTS OF AASHTO LRFO BRIDCE �ESIGN SPECIFICATIONS,SECTION 12,AND ARE SEALE� BY A NORYH CAROLINA REGISTEREO PROFESSFONAL ENCINEER. L]NLESS OTIiERWISE IN�ICATE�, THE SLIPPlIER SHALL �ESIGN, �ETAIL, AN� FURNISH ALL STRUCTIIRAL ELEMENTS AN� HARUWpRE. Gl1ARORAFL P457 LOCA7TON5 SHALL BE �ETERMINEU IN THE FIELo BY THE ENGINEER TO ENSURE AOEOUATE COVER F�R IMSTALLATION. FOR CULVERT GIVERSION OETAILS AN� PAY TTEM,SEE EROSION CONTROL PLANS. � INCLU�ES CLASS II SELECT 6ACKFILL hANS P WMlO �ri XlO fY}�Y/�bM 6W�JN � GannettFlemiRg w�� '°" FxcellexeOeli�zredAsPmmt�ed nc�xdwno 111411PIkryN V�,1� �ta�(j a �f°j� •'. ��g S f �5�E,1,� C y�� 03iIB6 � ? ��n�-` g �'"�117"n,�nnn�+°$ ` 6f29/2016 TL1RE5 [OMPLETE� PROJECT N0. 17BP.14.R.117 POLK COUNTY STATION: 12+97.00 -L- SHEET ] OF 5 REPLACES BR.^197 sure oF xnxix urnvu oEPARTFAENi OF TRANSPORTATION 22,_9„ �� 5,_q„ ALUMTNUM Box cu�vERT 100° SKEW SHEE7 N0. C-1 5 + + _ _ _ . __ _ _ _ CULVERT SECTION NORMAL TO ROADWAY END ELEVATION IINLET ANO OUTLETI ��Gann LL PROJECT N0. 17BP.14.R.117 POLK COUNTY sTaTION: 12+g7.00 -L- t + C�LVERT SECTION NORMAL TO ROADWAY END ELEVATION IINLET AND OIITLETI � Gann [rtNlen ..M=w/nme LL PROJECT N0. 17BP.14.R.117 POLK COUNTY STATION: 12+g7.00 -L- + + _ __ PLAN OF CULVERT ,�,„ .�,.�.�,�. [� GannettFleming `""'""""°'' u�.ue�noeuKreea.v�m�.e C PROJECT N0. 17BP.14.R.117 POLK COUNTY sTAT2aN: 12+97.00 -L- + + FLOOR SILL/BAFFLE LAYOUT FLOOR SILL/BAFFLE DETAIL � GannettF/eming cmue�a oerKree.ti r�w��w NATIVE MATERIAL BETWEEN BAFFLE/SILLS IN THE CULVEFT SHALL PNOVIOE A CONTINIl0U5 LOW FLOW CHANNEL NATIVE MATERIAL CONSISTS OF MATFAIAL THAT IS E%CAVATEO FROM THE STflEAM BED AT THE PROJECT SITE UUPINC CONSTRIlCTION.NATIVE MATEflIAL IS SIIBJECT TO APPROVAL BY THE ENGINEEF AN� MAY BE SIIBJECT TO PERMIT CON�ITIONS. TOP OF LOW FLOW BAFFLE/SILLS SHOIILU MATCH STFEAM BEO ELEVATION IN LOW FLOW CHANNEL OF STREAM. �0 NOT SET EIEVATION OF HIGH BAFFLE/SILLS ABOVE BANK FIILL. NUMBER OF BAFFLE/SILLS OETEFMINED BY THE ENCINEER. PLACElAENT OF BACItFILL MATERIAL SHALL BE INCLUOED IN THE LUMP SIIM PAYMENT FOR "LIILVERT E%GAVATION". PROJECT N0. 17BP.14.R.117 POLK COUNTY STATION: 12+g7.00 -L-