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Home My WebLink About20140957 Ver 2_Types of Road Cross Sections E&S_20171204FIGORE 3.45.1 TYPES OF ROAD CROSS-SECTIONS CROWITED ntL SECTION FOR WW MUND USE. 1W CHINCE OF CROSS-SECr" DEPOW ON DRA04W- WM $M STAJWUTY� StOPIL Am UK= IOAMC YOUAK$. AX AN . ..... . .... 11--L-_11-7� CRV#1HED AND DITICNED SECTWIN FOR MMER VOLUME ROADS, ON STEEP SLOM FROt& V$ rOREST SERVISCE AMD WXN#GAN ONR llallo""I'll""I'llmle""-"M""""Im'll""I'll""MI'll"'g""I'll",,ll,�'ll""I'll""Il'BUIR1,11111"11"lm NOT TO SCALE Raleigh S&EC Plans 10/20/2017 Page 8 of 9 M Mir m F -A" N HALIFAXANDJOHNSION COUNI H -S, NORITI CAROLINA EROSION & SEDIMENT CONTROL PLAN LOCATION MAP 4% CROWNED TuAtRIKE Sccmm FOR LOW GROUND UK WWRt nU IS UWAVARAOU 41' -fix CUT=PE SECTION FOR USE ON MODERATE SLOPE AND STAKE SOILS 4 -ax 1HUDIt WITH WCH SECTOW FOR USE 0" SnW SLOPE AND AREAS WTIM POOR SOILS 1W CHINCE OF CROSS-SECr" DEPOW ON DRA04W- WM $M STAJWUTY� StOPIL Am UK= IOAMC YOUAK$. AX AN . ..... . .... 11--L-_11-7� CRV#1HED AND DITICNED SECTWIN FOR MMER VOLUME ROADS, ON STEEP SLOM FROt& V$ rOREST SERVISCE AMD WXN#GAN ONR llallo""I'll""I'llmle""-"M""""Im'll""I'll""MI'll"'g""I'll",,ll,�'ll""I'll""Il'BUIR1,11111"11"lm NOT TO SCALE Raleigh S&EC Plans 10/20/2017 Page 8 of 9 M Mir m F -A" N HALIFAXANDJOHNSION COUNI H -S, NORITI CAROLINA EROSION & SEDIMENT CONTROL PLAN LOCATION MAP Atlantic Coast Pit)ehne. LLC 925%�%hte Oaks Blvd. BrAgeport, West Virginia 26330 1681-842-8mo IrrLiff.- ATLANTIC COAST PIPELINE EROSION AND SEDIMENT CONTROL DETAILS Cf)UJVTr -57A.FE: r4C GROUP OWGI NO. NEV. ACPNWh CafohnaTleialis 9OF9 1 ACCESS ROADS DELI HAS IDENTIFIED ROADS WHICH WILL BE USED TO PROVIDE ACCESS TO THE PROPOSED ACP PIPELINE RO�,V AND OTHER FACILITIES DURING CONSTRUCTION AND OPERATION OF THE PROJECTS. IN SOME CASES, EXISTING ROADS WILL REQUIRE IMPROVEMENT (SUCH AS GRADING, GRAVELLING, REPLACING CULVERTS, MfNOR WIDENING, ANQiOR CLEARING OF OVF RAFAD VEG ELATION] TO SAFE LY ACCOMM ODATE CONSTRU C-10 N EQUIPME NT AND VFH ICLFS� OFT! A-0,F,SS ROAD U)CATIMARE $flOWN ON THE (ON.$'TfIO(,"TIONALICiNMEN:T5HEET$, IRAF'FECMA'NA(jEMENTPB,AN�FiAvFR�.EN DEVELOPED FOR THE PROPOSED PIROJECT AND IN ILL Bf IMP LEMENTED AND TOCLOWED (.)U RING (-.0 NS,19IUCTIONI 'To RE OUCE IMPACT io I-RAFFIC FLOW. IT IS ANTICIPATED THI PROPOSED PROJl'.Cl WK.I. NOT IMPACT ROADS ORTRAFFIC DURING THE CONSTRUCTION AND OPERATION OF THE PROIECT. A CONSTRUCTION ENTRANCE WILL K, CONsmucym AT ANY POINT WHERE CONSTRUCTION FQUIPMENT LEAVES THE ROW AND ENTERS A PAVED RUBI I( -'ROAD OIL OTHER PAVED SURFA(f. TYPI(.AHY, A (ONSTRUCTiC)NI ENTRANCE 15 (--,OMPRISE0, or FILTER (ABRT( OviErij-AiN BY 6 iNCHB Or, (,,OAv6f A(�CifqE(jA`rEfx'fF. NUN(i A MrNiMuNO, Of iOo FEE11,110M THE Ux-,,F� OF' THE PAVEMENT. THEAREA Of THE ENTRANCE MUST BE EXCAVATED 1 -INCHES PRIOR TO LAYING THE FILTER FABRIC ONDEAuNfla, THF ENTRANCE MUST FXTFNt,) TRE rua wvm OF THE vIFHWuLAA 146RE$,'� AND EGRESS AREA ANO HAVE A MINIMUM iII-Foorwpoiti, COW.-lEYAN(l OF SIORFACE WATER 1HROUGH 0LVER'M uNc)FRrHF ENTRANCIE WELL BE P R () V 10 f D, AS IN ECES,5A P Y, THE CO N STRU CTIO N F NTRANCE M UST F U NCT 10 N TO R FMGVF M U D FRO M VE HICL FS AN D F Q U I PM E N T LEAVING T HE ROW. A$ M 0 1) ACCOM U T,AT fS (I N THE F NT RANCE, C( E A N STONE M (A ST RE A 0OF D OR THE TIR IF MA TS r I FTC D AND SHA KE N TO R� i y RF 0 F ,MOVEMU0, ANY Muf) THAT ISCARRIEV ONTO THF.: PAVEMENT MU%TAE THOR011KH1, ,M v 0BYTHEFNDOFTHE OAY8Y51HOVELIN� 0(45WELPI,NG, T"t MUD WILL RL RuvwNw To rtic ROW. 'THE k6E 09 WATERTO REMOVE SEUNIENL TRACKWONEO ROADWAYS FS PtRMlI LED ONLY AFTERSEDIMM" ISREMOVIII)ASSIA Ir t D ABOVE, MAINTIENANCE OF THE CONSTRUCTiON FNTRANCF, MAY REQUIRF PERioD,,jC TOP DRES$iNG WITH ADDITIONAL STONE ANO (LEANOur Of ANY STRU(,TUILE'� vSE D TO TRAP SEDIMENT ADI)IIIONALL V, '[HE CORSTRUCTON ENTRANU MAY NEED 'ro BE SHOVELED TFIEN SWEPT ' FOLLOWED BY WASPRING OF THE ENTRANCE TO REMOVE ANY SED[MENT BUILD UP. IFANY INA DVERI ENT LY SEDIMENT IRACKI NG OCCURS ON, THE PUBLIC POADWAY, THE ROAD WILL BE CLEANED TPIOROUGHLY BY THE END Of EAC H DAY. DEITI HAS IDENI IFILD, Boll �f PRIVATE AND PUBLIC, ROADS WI -1101 WILL BE USED TO PROVIDE ACCESS TOTHE PROPOSED ACP PIPELINE ROW AND 01HER FACILITIES DURING CONSTRUCTION AND OPERATION OF: TILE PROJECT, IN SOME CASES, EX15TING ROADS WILL REQUIRE IMPROVFIVIENT (SOCH AS GRAWNG, GRAVELLING, REPLACING OR INSTALLING CULVERTS� MINOR WIDENING, AND/OR CLEARING OF OVERHEAD VEGETATIONL, TO SAFELY ACCOMMODATE CONSTRUCTION EQUIPMENT AND VEHICLES- THE FOLLOWING CONDITIONS APPLY' TO THE USE OF ACCESS ROADS: • CONSTRUCTION ENTRANCES WILL HAVE STONE ACCESS ENIRANCE AND, EXIT DRIVESAND FARKING AREAS TO REDUCE THE TRACKINCi OFSEDIMENT ONTO, PUBLIC OR PRIVATE ROADS. A CONSTRUCTION ENTRANCE Wfl-L BE CONSTRUCTED AT ANY POINT WHERE CONSTRUCTION EQUIPMENT LEAVES THE ROW AND ENTERS A PAVED PUBLIC ROAD DROTHER PAVED SURFACE- • DURING CONSTRUCTION AND RESTORATION ACTIVIlLES, ACCESS TO THE ROW IS LIMITED TO THE USE OF NEW OR EXISTING ACCESS ROADS IDENTIFIED ON THE CONSTRUCTION ALIGNMENT SHEETS. • TO THE EXTENT POSSIBLE, ACCESS THROUG H WETLANDS WILL BE LIM ITED TO THE CONSTRU CTION ROW A,N DTHOSE EX15TING ROADS REQUIRING NO MODIFICATION OR IMPROVEMENTS, OTHER THAN ROUTINE REPAIR, AND, POSING NO IMPACT ON THE WETLAND. • THECONSTRUCTION ROW MAY BE'. USED FORACCESS ACRCISSWETLANDS WHEN THE WELLAND SOIL, TS FIRr%4,ENOUGH 10 XV010 RUT'TING 014 THE CONSTRUCTION ROIX HA513FEN APPF�OPRFAT�,'�,,Y'�TA,1,41LI�ED'YOAvOiD RU'LlING (f.6',, TIMBER MATTING). HOWEVER, ACCESS IS NOT ALLOWED THROUGH WETLANDS THAT WOULD NOT OTHERIWISE, BE IMPACTED BY THE PROJECT. • IN WETLANDS THAT CAN NOT BE APPROPRIATELYSTABILIZED, ALLCONSTRUCTION EQUIPMENTOTHER THARTHAT NEEDED TO INSTALL THE"NETLAND CROSSING WILL USEACCESS ROADS LOCATED IN UPLAND AREAS. WHERE ACCESS ROADS IN UPLAND AREAS DO NOT PROVIDE REASONABLE ACCESS, LIM17 ALL. OTHERCONSTRUCTION EQUIPMENI-TO ONE PASS TH ROUG H THiE WETLANO US ING TH 11 CO NSTR UCTION ROW. MAINTAIN SAFE AND ACCESSIBLE CONDITIONS AT ALL ROAD CROSSINGS AND ACCESS PO I NTS DURING CONSTRUCTION ArNDREsroP.ATIION. ACCESS ROAD MAINTENANCE THROUGH THE CONSTRUCTION SEQUENCE MAY INCLUDE GRADING AND THE ADDITION OF GRAVEL OR STONE WHEN NECESSARY. MAINTAIN ACCESS ROADS lN ASIABLE MAINNERLo PREVENTOFF�ROW I"PACIS, INCLUDING IMPACTSTO ADJACENT ANWOR NEARBY S,EN511 IVE RE50URCE AREA5, AND lfolPLVMLNT ALL APPROPRIATE EWW'ASURFS FOR CONSI R U CTION/I "PROV EM I NI 0 F ACCV�S RCIA LIS, IF F RO$ lo N IS 08$ F RVE D A 0JA(F NT TO ACCESS, ROADS, W ME D IA'rF i,,y RE PAI R, 51011, Q F, 0 R I MPtfM ENT AD Off 10 NAL E w, MEAM)RB, THEIFIWILL MLN11 11 I M PLL.. . APP00PRIAIL ESC WAWRE BAASR) UPON 00,q)MO 511f ('�ONOITIQNS- MINIMIZE THE USE OF TRACKED EQUIPMENT ON PUBLIC ROADWAYS AND IN ACCORDANCE WITH REQUIREMENTS OF THE MANA.GlN,G AGENCY. • REMOVE ANY SOIL OR GRAVEL SPILLED OR TRACKED ONTO ROADWAYS DAILY OR MORE FREQUENT.06, NFCESSARV TO MAINTAIN SAFE ROAD CONDITIONS. • REPAIR ANY DAMAGES TO ROADWAY SURFACES, SHOULDERS, AND BAR DITCHES. • IF CRUSHED STONUROCK ACCESS PADS ARE. USED IN RESIDENTIAL OR AGRICULTURAL AREAS, STONE WILL. BE PLACED ON SYNTHETIC, NONWOVEN GEOTEXTILE FABRIC TO FACILITATE REMOVAL AFTER CONSTRUCTION. • ALLACK,155 ROADS ACH05SAWAl"EREK,�Dy MIJ51 USLAN t',QUIPI'VENT • POR A 5ATlJ'9?,A'IE0wE'I'LAND, MAr'5 Of�Ahl f'QUIVALENt BY AGENCY PERM 115, LIN111 CONSTRUCTION fQt)IPMfNl OPEIIXTING IN IIVIr LLAN 0 AR fA5 r T'O lHAT Ntf0ED'rQC',LEAR T"EROW, ON; LKE J1 E (..a NS TION ROW, ALL. TRLNUII, FABRIf-AILAND INSFAILIHE PIPELINE, BACKFILi THE WENCH, AND RESTORE T _ TRUC 01HERCONSTRUCTION EQUIPMENTWILL USE ACCE55 ROADS LOCATEDIN UPLANDARIA510THE MAXIMUM EXTENT PRACTICAL. • ROADSWILIL BE SUPWIDWTH sTONE OR ANOTHErlSkJiTAALL, MATERIAL 70 PROVi0f A NON-FRODiKL R(INNING S U R F A Cl., • iAJT-0ANK,5AN0 1111-SLOPES,W111- LIESTARILVW As,500NA� I'EASINI-k 10A NON -ERODIBLE CONDITION USING ROCK, GfOlWllf MA TIE IIIAL, OR CIFHfR'iUUABLf MA Tr ERIAL, • SILT FENCE OR -STONE OUTLET PRO-ECTION WILL BE CONSTRUCTED AT OUTLETS OF DRAINAGE STRUCTURE$. 110HEN ACCESS ROADS INTER -SECT PUBLIC HIGHWAYS, THE CONTRACTOR WILL USE A COMBINATIONOFGEOTEXTILEAND STONE (TEMPORARY STONE CONSTRUCTION ENTRANCE) TO HELP KEEP MUD OFF HIGHWAY ENTRANCES. WHERE SEDIMENTIS TRANSPORTED ONTOA PAVED OR PUBLIC ROAD SURFACEJHE ROAD SURFACEWILLSE CLEANED THOROUGHLYAl THE, ENDOF EACH DAY.. SEDIMENT WILL BE. REMOVED FROM THE ROADS BY SHOVELING ORSWEE,RIN,G AND TRANSPORTEDTOA SEDIMEUT CONTROL DISPOSAL ARTA.. STRE ETWAS H ING WILL BE: ALLOWED ONLY AFTER SEDIMENT IIS REMOVED INITH15 MANNER. ROADSW ILL BE IMAINTAINED SO THAT WATER CAN FLOW FREELY FROM 711E ROAD SURFACE - y f. M PO RARY 110 ADS'W ILL! 0 L LOW EXI �'INGWN T0 ru AS As M ILK.. H AS KY".MLIE' Atlantic Coast Pipehne, LLC 925 , White Oaks Rvd. Bridgepott, West Virginia 26930 / 681-842-8000 rj,rLrz: ATLANTIC COAST PIPELINE EROSION AND SEDIMENT CONTROL LEGEND M37WCT,' c Quoy ry" 5 7-,t 7114 C, r.130up D". NO. R9v DffVF0 E: ACMNorth Carohna'Details, 1 OF 1 0 EXISTING ROAD NO MODIFICATIONS — EXISTING ROAD MINOR UPGRADE EXISTING ROAD MAJOR UPGRADE — PROPOSED NEW ACCESS ROAD —