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Home My WebLink About20190170 Ver 1_Stoney Creek Greenway_20190205ENG I N EERI NG DEPARTM ENT Formal Bid Re uest #201 a GRAPHIC SCALE � ,� 20 40 60 8� PLANS 2018 STON EY CREEK G REENWAY I M PROVEM ENTS PROJ ECT LOCATION : FROM ROYALL AVEN U E TO QUAI L PARK TYPE OF WORK: GRADING PAVING DRAINAGE > > > PAVE M E NT MAR KI N G S AN D E ROS I O N CO NTRO L MAYO R Chuck Allen CITY COU NCI L Antonio Williams Bill Broadway M a rk A. Steve n s Beva n Foste r David Ham Gene Aycock CITY MANAG E R Scott A. Steve n s CITY ENGINEER Guy M. Anderson �� c`, . ' �� ._` ��o r �� P��f!!IE IN�� CAR�� 0 10 20 40 60 80 PROFILE (HORIZONTAL) 0 2 4 8 12 16 PROFILE (VERTICAL) INDEX OF SHEETS SH EET NO. DESCRI PTION 1 TITLE SH E ET 2 CONVENTIONAL SYMBOLS CD-1 TO CD-3 PROJECT NOTES , TYPICAL SECTIONS AND CONSTRUCTION DETAILS EC-1A DENUDED AREAS EC-1 TO EC-8 GRADING AND EROSION CONTROL PLANS C-1 TO C-3 MULTI-USE PATH AND DRAINAGE PLANS \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:46:18 PM, AutoCAD PDF (High Quality Print).pc3 11►�ote: 11�ot to Scale *S. U.E. = Suhsurface I�'tility Engineering BDUNI114RIES �1NI1 I'RO�PERTY.• State Li n e County Line Township Line City Li ne Reservation Line Property Line Existing Iron Pin Property Corner Property Nlvnument Parcel/Sequence Number Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Propvsed Barbed Wire Fenee Existing Wetland Boundary Proposed We�land Baundary Existing Endangered Anim�al Bounclary Existing Endangered Plant Boundary 0 EIP � � ECM 123 X x- � ----w�g---- w�a EAB EPB Known Soil Contamination: Area or Site `�' Potential Soil Contamination: Area or Site � BUILDI.IITGS �iND OTHEl� CULTURE: � r r ti ., r r�ti Gas Pump Vent or I.VG Tar�k Cap O Sign � Well ° w Small Mine '�' Foundation � Area Outline Cemetery fi Building SChool � Chur�h � Dam x��Rozoc�• Stream or Body of Water Hydro, Poal or Reservoir Jurisdictional Stream Buffer Zone 1 Buf�er Zone 2 Flow Arrow Disappearing Stream Spring Wetland Propased Lateral, Tail, Head Ditch False Sump �-----� �----� �s — BZ 1 az � ��-- --- ��.... _.. C�� - � �� , �► �� I�� 1Y �� 1L � IV1Y � �L � R�IILRD�IDS: Standard Gauge RR Signc�l Milepost SWItCiI RR A,bandoned RR Dismantled RIGIYT OF 1�14 �'.• Baseline Control Point Existi n� Rig ht o� Way Ma rker Existing Righ# 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 o�- Granite R1W Marker Proposed Control of Access Line with Conerete C/A Marker Existing Control vf Access Proposed Cvntrol of Access Existing Easement Line Proposed Temporary Construction Easement - Propased Temporary �rainage Easement Proposed Perrnanent Drainage Easemen# Prvposed Perrnanent Drainage / Ufility Easemen# Proposed Permanent Utility Easement Proposed Temporary Utility Easement Propos�c� Aerial Utili#y Easement CSX TRANSPoRTATION 0 MILEP(1ST 35 � swrrcN �� , 0 W W i� �a ,. � � /n\ ly .�. �J� � iC♦ .a, E � TDE PDE DUE PUE TUE au� Propased Perrnanent Easement with Iron Pin and Cap Marker IZ014�S �4ND REl�4TED FE�4TURES: Existing Edge af Pavement — � Orchard Vi neya rd EXISTING STI�IICTURES: IYV"1J�R. Bridge, Tunnel ar Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Pawe� Pole Proposed Pawer Pole Existing Jvint Use Pole Proposed Joint Use Pole Power Manhole Pvwer Line Tower Power Transformer U/G Power Cable Hand Hole H-Frpme Pole Recorded U/G Power Line Designated U/G Power Line �S.U.E.*j � � � � Vineyord CONC � coNe ww C CONC Hw �--------� ��B Q 5 • � O 1/ � �� P - P Existing Curb — Praposed Slope Stakes Cut --- C--- TELEPHQNE: Proposec� Slope Stakes Fill --- F�� Proposed Curb Ramp Existing Metal Guardrail — Praposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbal Pavement Removal T�'GET 4TIf)N.• Single Tree Single Shrub CR � � ��: � � Hedge � Existing Telephone Pole � Praposed Telephone Pale � Telephone Manhole O Telephone Bvoth �❑ Telephone Pedestal T❑ Telephone Cell Tower �, l�/G Telephone Ca'ble Hand Hole "H Record�d U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*}— - - - -T- - - - Recorded U/G Telephone Conduit T� Designated l�/G Telephone Conduit �S.U.E.*� — — — —TC— — — — Recorded U/G Fiber Optics Cable T Fo Designated l�'G Fiber Optics Cable (S.U.E.'� - - - -T Fo- - - - PROJECT REFERENCE NO SHE�T NO. 2 WATER: Water Manhole � Water Meter o Water Va Ive � Water Hydr�nt � Recorded U/G Water Line w Designated U/G Water Line (S.U.E.* - - - -�- - - Abvve Ground Wa�er Line A�c water TV: TV Satellite Dish C� N Pedestal ❑G TV Towe r � U/G N Cable Hand Hole "H Recorded l�G N Cable �y Designai�ed U/G N Cable �S,U.E.*) - - - -iu- - Recorded U/G Fiber Optic Cable Tv F° Designafied U/G Fiber Optic Cable �S.U.E.*� --�-TV FO- - GAS : �as Valve Gas Meter Recorded U/G �as Line Designated U/G Gas Line �S.U.E.*� Above Grvund Gas Line ►� - ,., - — — — —G— A/G Gas SANITARY SEWER: Sanitary Sewer Manhole O Sanitary Sewer Cleanout O l�/G Sanitary 5ewer Line �5 Above Ground Sanitary Sewer A/G 5anitary Sewer Recorded SS Forced Main Line FSS Designated SS Forced Main Line {S.U.E.*) -----FSS- MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknawn lJ/G Line U/G Tank; Water, Gas, �il Underground Starage Tank, Approx. Loc. AlG Tank; Water, Gas, Oil Geoenvirvnmental Boring l�/G Test Hale �S.U.E.*) Abandoned According to Utility Records End of Information • 0 0 s❑ — 2UTL — 0 UST 0 � � AATU R E.O.I. \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:46:49 PM, AutoCAD PDF (High Quality Print).pc3 LIST 0� ROACiWAY STANDARD C}RAWINGS THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF �RANSPORTATION-RALEIGH, N.C., DAiED JANfJARY 2012 ARE APPLICABLE TO THIS PR�JECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD NO. DESCRIPTION 2Q0.02 M�THOD OF CLEARING - METHOD II 225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY ANQ LOGAL 300.01 METHOD OF PIPE IhISTALLATION 838.fl1 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS - T5" THRU 48" PIPE 90 SKEW $40.31 CONCRETE JUNCTION BOX - 12" THRU 66" PIPE 840.54 MANHOLE FRAME AND C4VER 846.�1 CONCRETE CURB, GLJTTER AE�D CURB & GUTTER 848.05 CURB RAMP (PROPOSED CURB) 852.fl1 CON�RETE ISLANDS 876.02 GUIC}� FOR I,IP RAP AT F'IPE OUiLEi'S 1101.01 V11aRK ZONE ADVANCE WARNING 51GNS 1101,02 T�MPORARY LANE CLOSURES 11Q1.04 TEMPORARY SHOUL�ER CLOSURES 1101,11 TRAFFIG CONTROL DESIGN TABLES 1110.01 SiA71dNARY WOF2K ZONE SIGNS 1110.02 P�RTABLE WORK ZONE SIGNS 113p,01 DRUM 1135.01 CONES 1145,01 BARRICADES - TYPE III 1150,01 FLAGGING DEVICES 1180.01 SKINNY DRUM 1515,02 FIRE HYDRANT 1605.01 TEMPORARY SILT FENCE 1fi06.01 SPECIAL SEDIMENT CONTRQL FENCE 1fiQ7.01 GRAV�L CON57F2UCTION ENl"RANCE 1630,06 SPECIAL STILLING BASIN 1633.01 T�MPORARY ROCK SILT CHECK TYPE 'A' SITE NOTES ALL DIMENSIONS ARE TO RADII, EDGE OF PAVEMENT, TO CENTERLINE, CENTER TO CENTER O�i STRIPES, AND/DR TO FAGE OF GURB, UNLESS OTHERV111SE NOTED. PROVID� GQNSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 1{}' MAXIMUM WHEN WALKS ARE 10' WIDE, MATCH WIDTH UNDER 10'. ALL SIGNS AN17 PAVEMENT MARKINGS ARE TO MEET MUTCD {MANUAL ON UNIFORM TRA��'IC CON�'ROL I��VIC�S} AN[7 NCI��T STANDAf�DS. CONTRACTOR TO GRADE FILL SLOPES AROUND EXISTING MANHOLES TO AVOID PONDING. ALL RC PIPES SHALL BE CLASS III OR CLASS IV A5 SHOWN ON PLANS. UTILITY NOTES CONTRACiOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1-800-632-4949) AT LEAST 72 HOURS PRIOR TO BEGINNING COhISTRUCTION OR EXCAVA710N 70 HAVE EXISTING EJTILITIES LOCATED. CONTRACTOR TO CONTACT LOCAL Ui'ILIi'IES 1"HAi F'I�OVID� 1"HEIR �WN LOCATOR S�F2VICES IND�PENDEN7 �� "NORTH CAROLINA ONE CALL." THE CONTRACT�7R SHALL BE RE5PON51BLE FOR THE LOGATION OF ALL, EXISTING UTIL.ITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, �R COMPANY. ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT TOPS/RIMS ARE FLUSH VIIITH FINISHED GRAaE UNLESS OTHERWISE NOTED. LOCATIONS Af�D SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIEB SHOWN ON THESE PLANS ARE FROM CITY ANQ UiILITY CQMPANY RECORDS ONLY. THE CONTRACTOR IS S�LELY RESPONSIBLE FQR FIELQ LOCATING ALL UTILITIES AND F�R I�AMAGES RESULTIMG FROM FAILURE T� DO SO. CONTRACTOR SHALL BE RESPONSIBLE F�R COORDINATING WITH THE CITY FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES. LOCA710N5 OF EXIS�'ING U7'ILIil�S ARE AF'PROXIMA7E. CONTRACTOR SHALL BE RESf'ONSIBLE FOR FIELQ VERIFYING EXACT LOCATI4N, ORIENTATIdN, AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING COf�STRUCTION �R ORDERIiVG MATERIAL�. CONTRACTQR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTEREQ THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. REV. N0. GENERALNOTES 2012 SPECIFICATIONS STATEMENT QF CONSTRUCTIQN THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WI�E MULTI-USE PATH, BRIDGE ANd BOARDWALKS. ALL CONSTRUCTION SHALL BE I�E ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, QATED �012. GRAQE LINE: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATIaN QF THE PRQPQSED OR FUTURE SURFACE AT GRAQE POINTS SWOWN DN THE TYPIGAL S�GTIaNS. GRADE LINES MAY BE A�JUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS QIRECTED BY THE E�IGINEER IN ORDER TO 5EGURE A PROPER TIE-IN. CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLI�HED BY METHaD II. SUPERELEVATION: THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SIDE ROADS: THE CONTRACTQR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO P(�OVIDE SUITABLE CO�NECTIOI�S WITH ALL ROADS, STREETS, AND �RIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE: CITY OF GOLDSBORO ANY RELOCATIDN OF EXISTING UTILITIES WILL BE ACCOMPLISHEQ BY OTHERS, EXCEPT AS SHQWN ON THE PI.ANS. DEMOLITION NOTES (CONTINUED) REMQVE EKISTING CaNCRETE (WHERE REQUIRED) TO FIRST COLD JQINT OR SAW CUT TO OBTAII� A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW CIJRBING TO OBTAIN A CLEAN EDGE. CITY SHALL AF'PRUVE ALL SAWCUi LIMITS PRIOR TO REMOVAL TO ENSURE THAT CITY STANDARDS ARE MET. CONTRACTOR SHALL RESTORE THE LAY-QOWN AND STAGING AREA TO ORIGINAL C�NDI�IONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION QF THESE 501LS PERFORM�b IN AGCORDANCE WITW SPECI�'ICATIONS AND DRAWINGS. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWIIVGS. ALL ITEMS DESIGNATED TQ BE REMOVE❑ SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATEQ V1lITH ITEMS TO BE REMOVED, SHEET NOTES EXISTING UTILITIES AMD STRUCTURES SHOWN, BOTH UNDERGROUND AND AB+OVE, ARE BASED ON A FIELD SURVEY FERFORMED BY THE CITY AND THE B�Si AVAILABL� RECORD CIRAWINGS. ALL QEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANGE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVEQ BY THE CITY , THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AL� REQUIRFQ PERMITS. ALL TREE PROTECTIOid FENCING SHALL REMAIN IN PLACE DURING CONSTRUCTI�N. TRAFFIC CONTROLS F�� ANY WORK WITNIN TWE PUBLIC RIGHT OF WAY SHALL B� PERF'�I�M�I� IN COMPLIANCE WITH STAN�ARDS OF THE NCDOT STD. DRAWINGS AfVD THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUT�D). ENGINEER ANDIOR OWNER D15CLAIM ANY ROLE IN THE CONSTRUCTION MEANS ANDIOR METHO�S ASSOCIATED WITH THE PROJECT AS SE7 FORTH IN THESE PLANS. CONTRACT�R SHALL MAINTAIN AN "AS �UILT" SET QF DRAWINGS TO RECORp THE ACTUAL LQCATION OF ALL PIPING PRIOR TO CflNCEALMENT. DRAWINGS SHALL BE GIVEN TC} THE ENGINEER AT REGULAR INTERVALS THROUGHDUT THE PROJECT FOR REGORD KEEPING. SAFETY: PEDESTRIAN AND BICYCLE SAFETY MUST BE MAII�TAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS, FENCIhIG, AND SIGNAGE. EROSION CONTROL: THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVISES MAY BE ADJUSTED RY THE �NGINE�R IN THE FI�I.D. TH� CONTRACTOR SHOULD CONSU�.T WITH TH� ENGIN�ER PRIOR TQ PLACING ER0510N CONTROL MEASURES. TRAFFIC C�NTROL: TRAFFIC CONTROL GEI�ERAL NOTES, DETAILS, AND A LIS7 OF STANdARDS ARE INCLUDEQ IN THIS PLAN SET. ALL TRAFFIC CONTROL dEVICES AND OPERATIONS SHALL CONFORM TO NCDOT 2Q12 STANDARD DRAWINGS FOR TRAfFIC GONTRdL. EXISTING SURVEYS: SURVEYS HAVE BEEN PROVIDED BY CITY OF GOLD560R0. DEMOLITI�N NOTES THE CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLUSl1RES OR CHANGES TO TFfE EKISTIfVG TRAVEL PATTERNS ON ANY PUBLIC STREET WITkiOUT PRIOR APPROVAL FROM THE CITY ANDIOR NCDOT. THE CONTRACTOR IS RESPQNSIBLE FQR CQNFQRMING TQ ALL LOCAL, STATE AND FEDERAL REQUIREMEN�'5 REGARDING REMOVAL AND DISPOSAL dF MATERIALS AND DEBRIS. ALL bEMOLITIQN WORK WILL BE COtJRDINATED BY CONTRACTOR. RELOCATION OF EXISTIE�G UTILITIES TO BE COQRDINATE� WITH TH€ LOCAL UTILITY PRdVIDER(S). CLEA�IOUTS LOCATED IN AREAS �F DEMQLITION OR SUBSEQUENT CONSTRUCTI�N THAT ARE Tp REMAIN, SNALL BE PRQTECTED FROM DAMAGE AND RAISED TQ FLUSH WITH NEW GRAQE. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON �HIS PLA�I. ALL TREES AND VEGETATION N�TED TO BE REMOVED SHAL� BE GROUND INTO MULCH, AND STOCKPILED FOR FUTURE USE. TREE PROTECTIDN MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER APPLICABLE PERMITS AND THE BID DQCUMENTS. ALL PAVEMENT MARKI{�GS USED FOR PROJECT SHALL BE NCDOT STANDARD TMERMOPLASTIC ANDIOR PAINT PAVEM�NT MARKINGS. ALL WORK MI�ST BE COMPLETEQ WITHIN EASEMENTS AND CONSTRUCTION LIMITS SHOWN. �� B 01 p�, y -- , � c, Y; �o �'�� jy� ti CITY QF G�LDSB�R� ENGINEERING DEPARTMENT 200 N. CENTER STREET - P.O. DWR A- GOLDSBORO, N.C. 27533 (919) 580 - 4342 REVISIONS DATE THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM AGCIlMULATIDNS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, H15 EMPLOYEES DR HIS WORK. ALL DEBRIS SHALL BE REMOVEQ FROM THE PROJECT SITE ON A DAILY BASIS. IF [7E,PARTURES FROM TNE DRAWINGS OR SPECIFICATIONS ARE DEEIV�ED NEC�SSARY BY THE CONTRACTOR, DETAILS �F SUCH �3EPARTURES AND REASONS THERE�F SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT �OCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR FIELd VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TQ BE LOCATED A MINIMUM OF 3 FEET FRQM EDGE OF TRAIL OR AS DIRECTEQ BY THE ENGINEER. PROJECT: LIST OF ROADWAY STANDARD DRAWINGS AND GENERAL NOTES SHEET N0. GREENWAY AT STONEY CREEK CD-1 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:46:51 PM, AutoCAD PDF (High Quality Print).pc3 EXISTING GROUND P AVEM EN T SCH ED U �E PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE C � COURSE, TYPE SF9.5A, AT THE AVERAGE RATE OF 165 LBS. PER SQ. YD. J 1 PROPOSED 6" AGGREGATE BASE COURSE T PROPOSED COMPACTED EARTH MATERIAL I�OTES: 1. SEE PLANS FOR SPECIFIC Iv1ULTl—USE PATH LQCATI�NS. 2. PAVEMENT EDGE SL�PES ARE 1.1 UNLESS OTHERWISE NOTED. 3. SEE PLAN SHEETS FOR MULTI—USE PATH SUPERELEV,�TION TRANSITIONS. �2°/a MAX SUPERELEVATION) 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. OFTEN REQUIRES C�NTINUING 0.02 FT/FT SH4ULDER SL�4PE UNTIL TIE—IN WITH NATURA,L GROUND �SEE CR�SS SECTIONSj. 5. VARIES TO 5' WIDTH IN SELECT LOCATIONS �SEE CROSS SECTIONS). EXISTING � GROUND WELDED CAP a � GU TTER TYPICAL BO�LARD PLACEME�JT AT ENTRANCE NO SCALE 2"x4"xf/4" CHANNEL STEEL BOX PA/NT HI -VISIBILITY YELLQW 4 � !" DIA S7�EEL ROD HINGE P/N 3/" DIA STEEL ROD LOCKING LUG HOLE, DFi1LLED FOR P,4DLQGK HASP ; — � b ni TRANSITION TYPICAL BOLLARD MARfCI NGS DET A1 L TRANS T ON TO PARKING LOT C � PAVEMENT MARKING AND SIGNING DETAILS PAVEMENT MARKING LINES & SYMBOLS LEGEND P2 - WHITE STOP BAR (24") P9 - 3FT.-9FT./SP YELLOW MINISKIP (4") PH - YELLOW SINGI�E CENTER LINE {4"} T2 - THERMOPLASTIC WHITE STOP BAR (24" WHITEs 120 MIL) TE - THERMOPLASTIC WHITE SOLI� LANE LINE {4", 120 MIL) PARKING TQ - THERM�PLASTIC WHITE CROSSWALK LINE ($" WHITE, 120 MIL} UB - THERMOPLASTIC RIGHT TURN ARROW (90 MILj LOT UD - THER�IOPLASTIC COMBO. LEF�ISTRAIGHT ARROW (90 MIL) UI - THERMOPLACTIG ALPHANUMERIG CHAR. (12Q MIL) UM - THERMOPLASTIC 12" YIELD LINE TRIANGLE (90 MIL) SIGNING AND PAVEMENT MARKING N�TES: � 1. ALL PAVEMEIVT MARKINGS SHALL BE THERMOPLASTIC ANDIOR PAINT. 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. 3. CONTRACTOR SHALL MTLL ANY EXISTTNG MARKINGS AND�OR SYMBOLS TN CaNFLTCT WITH PROPOSED. 4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED. 5. CONTRACTOR TO STOCKI'ILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF GOLDSBORO TO USE AT TNEIR DISCRETION. 6. RETAIN ALL OTHER EXISTING SIGNS NQT SHOWN ON SIGNING PLAN UNLESS OTHERWISE DIRECTED BY CITY. � TYPICAL SECT ON SIGN PLACEMENT DETAIL � 3' MIN 6' MAX � 4' MI N , 5' M,4X MULT I —USE PAT H REV. N0. REVISIONS DATE �� B 01 p�, y -- , � c, Y; �o �� jy� ti ,-� BOLLARD NOTES: 1. BOLLARD POSTS AT INTERSECTI�NS TO BE REFLECTORIZED. 2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM OF 5 FEET. 3. BOLLAR� AND SIGNS TO BE INSTALtE� BY THE CONTRACTOR. II ' , o II PII ° �I �fl � � o II Lh , ' Q J . Q P � P . p , ' � p �' N � d- � � 3/8° oia ,�ucHaR BQLT 5 -D.12" CAST IN PLACE CONCRETE FaOTING n � � � � P P ll � ,R II = fl p � ll � If � �II Lti ' o �J a p D 0 IJ *HINGED BOLLARD = CONiRACiOR MAY PROVIDE ALTE�?NA�'E' BOLLARD DESIGN AS APPROVED BY THE CITY. 2%z" %2" 2" 2"� .� . 2" 0 1 �,I.� r �5 BOLLARQ DETAILS CITY QF G�LDSB�R� ENGINEERING DEPARTMENT 200 N. CENTER STREET - P.O. DWR A- GOLDSBORO, N.C. 27533 (919) 580 - 4342 PAVEMENT MARKINGS DETAIL CONSTRUCTION DETAILS PROJECT: SHEET N0. GREENWAY AT STONEY CREEK % p 5TEEL BaSE P�aTE-DR�LLED FOR ANCHOR BOLT5 � CD-2 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:46:53 PM, AutoCAD PDF (High Quality Print).pc3 � I I Fi � Fi TRA �FI � C G11�'TR QL GEI�ERA L �ro �� s ADAPT THE CONSTRUCTIQN PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS Tfl PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUI#�ED WHEN PHYSICAL DIMENSIONS iN THE DETAIL DRAWINGS, STANDARD DETAILS AND RQADWAY DETAILS ARE NOT ATTAINABLE, aR RESEJLT IN DLIPLICATE, 4R UNDESIRED OVERLAPPING QF DEVICES. NlODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, GOVERING QR REMOVA� OF DEVICES. THE FOLLQWING GENERAL IVQTES APPLY AT ALL TI'MES FOR THE DURATION OF THE GONSTRUCTION PROJECT, EXGEPT WHEN OTHERWTSE NOTED IN THE f'LANS, OR DIREC�"ED BY TME ENGTNEER. TIME RESTRICTIONS A) DO NOT �LOSE OR NARROW TRAVEL LANES ON ANY OF THE ROADWAY5 'WITHIN THE PRdJECT LIMITS FROM MflN�AY THROUGii FRIDAY FROM 6 AM Ta 9 AM AND FROM 4 PM T{? 7 PM B) DO NOT STOP TRAFFIC WITHIN THE PROJECT LIMITS FROM MONDAY THR4UGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINIlTES WITHIN THE PROJEGT LIMITS. LANE AND SH�ULDER CLOSURE REQUIREMENTS D) REMOVE LANE CLOSURE DEVIGES FRON! THE LANE WHEN WORK IS N07 BEING PERFORMED BENIND THE LANE CLOSURE OR WHEN A LANE GLOSURE I5 NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER. E) WHEN PERSQNNEL ANQIOR EQUIPMENT ARE W�RKING WITHIN 4a FT OF AN 4PEN TRAVEL L.ANE, CLflSE THE NEAREST OP�N SHOULD�R USING RQADWAY STANDARD DRAWING N0. 11Q1.D4 UNLESS TIiE WaRK AREA IS PROTECT�p BY BARRIER QR GUARDRAIL. F) WHEN PERSONNEL ANQ/QR EQUIPMENT ARE WORKING QN THE SHpULDER AQJAGENT Ta AN UN�IVIDED FACILITY AND WITHIN 5 FT QF AN QPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LAN� USING ROADWAY STANDARD DRAWING N0. 1101.p2 UN�ESS THE WORK AREA IS PROTECTLD BY BARRIER QR GUARDRAIL. G) DO NOT WORK SIMULTANEdUSLY, dN B4TH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LQCA�ION, 0�[ A TWO-LANE, TWO-WAY ROA�. PAVEMENT EDGE DROP OFF REQUIREMENTS H) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS A�JACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS: BACKFILL DRQP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTEQ SPEED LIMITS aF 45 MPH flR GREATER. BACKFILL DR(?P-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTEl7 SREED LIMITS L�SS THAN 45 MPH. 6ACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVEb BY THE ENGINEER. SIGNING I) INSTALL ADVANCE WORK ZON� WARNING SIGNS WHEN WQRK IS WITHIN 100 FT FROM TWE E�GE OF TRAV�L LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTI4N. WHEN NO WORK IS BEING CONDUGTEd FOR A PERIOD LONGER THAN ONE WEEK, REM4VE OR COVER ALL ADVANCE WORK ZONE WARNING SIGtiS, AS DTREGT�D BY THE �N�TNEER, TRAFFIC CONTROL DEVICES J) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE �HE POSTED SPEE� LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RAdII, AND 3 FT OFF THE EDGE OF A!V OPEN TRAVELWAY, WHEN LANE CLOSURES ARE NOT IN EFFECT. PAVEMENT MARKINGS AND MARKERS K) INSTALL PAVEMENT MARKINGS ANd PAVEMENT MARKERS �N THE FINAL SURFAGE OF THE MIJLTI-USE PATH AND ROA�WAYS AS SHOWN IN THE �LANS. L-) RE�ER TO SECTICIN 1205 OF THE NCbf?T STANbARD SPEC�FICATIONS FOR ROAdS AND S`TRUCTUf�ES DAT'ED JANUARY 2012 F�R APPLICAiION TIMES AND TEMPERATURE COtVDITIONS FOR PAVEMENT MARKINGS. M) TIE PROPaSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. N) REPLAC� ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY TH� END OF EAGH pAY'S OP�RATIOiV. PEDESTFtIAN AND BIGYCLIST SAFETY 0) PEDESTRIAN AND BICYCLIST SAFETY NfUST BE MAINTAINED AT ALL TIMES BY Ad�QUATE PROJECT LIMITS, FENCING, AND SIGNAGE. P) WHEN CONSTRi1CTING NEW SIDEWALK OR MULTI-USE PATH, CLOSE EXISTING WALK WITH TYPE II BARRICADES, �AOUNT "SIDEWALK GLOSED" SIGNS QN EAGH BARRICADE. PLACE A BARRICAdE AT ALL APPROACHES Tfl THE CURRENT WQRK AREA. MISCELLANEOUS Q) STOCKPILE EXISTING SIGNS �OR USE WkiEN NEEDED IN TEMPORARY LOCATIQNS DURING CONSTRUCTION. R) INSTALL TYPE III BARRIGAQ� WITH "TRAIL CLOSED" SIGN (R17-2, 48" X 30") AT Bar� ENDS (�F THE PROJECT. S) ALL ITEMS DESCRIBEd ABOVE AND IN THE TRAFFIC CONTROL DETAILS ARE CONSIDERED INCIDENTAL TO THE "TEMPORARY TRAFFIC CONTROL" PAY TTEM. e- TWO-WAY UNDIVIDED ** (L-LINES) HLGHWAY WORK ZANE a � Z O � OA� RECWAEAEN�E� ~ ~ } J H EI�D HEA W20-1 SIGNI S AUCING � � _ • RQAD WORK G2o-2a as"x4s" Q caC U 48"x24" POSTEQ SPEEa LIAIIT V O C7 ,. (M.P.H.) � � �'"i 2 2 U7 = � � s s0 5fl0� o~C Q = � �, 55 7040� � � � � F F Z H Z H � � CONSTRUCTION LIMITS � � � J p O �j � OAD WORK ? wzo-� �En RQAD WORK c2a-z� � � H 48"X48„ 48"X24" � w 0 � � ROADWAYS INTERSECTING ALONG 2 WAY UNDIVIDED WORK ZONE (Y-LiNES) -Y- LINES MAIN ROADWAY WORK ZONE on� (17 �oRK z EN� HEA eoao woaK (3 G20-2a CONSTRUCTIO W20-t � qg"X2q" LIMITS 48"X48'� O� H � W VJ � � -Y- LINE Q (� H C� � � z�z H H H �oz CONSTRIJCTIDN EN� G20-2a � � � OAD LIMITS ROAD WORK 48"X24" WORK � � � YJ20_1 HEA 48"X48" � � W GENERAL NOTES H � Z Q,o - USE fLU4RE5CENT ORANGE SHEETSNG (TYPE ViI OR HIGWER) ON ALL ADVANCED WORK ZDNE SIGNS. � Q N - �O NOT IN$TALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK. w � J � Y - SIGiJS SHOWN ARE R€QUIRE� F(}R WORK ZONES THAT W2LL R�MAiN IN EFFECT OVERNIGHL FOR SHORi-TERM �AILY MAINTENANCE TYPE DPERATIONS, THIS SIGNING APPLICATIQN IS OPTIONAL; MAY USE ONLY APPLICABLE ROA�WAY STANDARD �RAWINGS INSTEAD. HOWEUER, IF THIS SIGNING APPLICATION � IS llSE�, SIGNS MAY BE P�RTABi.E MOUNTED. LEG E N D � - ALL $ZGN SPACING OIMENSIpNS ARE APPROXIMATE, FIELQ A�JUST AS NECESSARY OR AS DIRECTEp. � - USE 3L8 STEEL U-CHANNEL POST OR 4" X 4" W06� POST FOR ALL W6RK ZONE SIGNS. 3L8 STEEL U-CHANNEL POSTS MUST MEET THE RE(lUIREMENTS OF STANDARD SPECiFICATION F STATI ONARY SI GN SECTION 1094-1 (B}, MAY BE GALVANIZED STEEL, OR MAY SE PAINTED GREEN 6Y THE PO5T MANUFACTURER. 5(]UATiE STEEL TUBING PO5TS NAVING EQUIVALEHT STRENGTH OF THE « DIRECTION OF TRAFFIC FLOW 3 LB STEEL U-CHANhfEL POST ARE ALSO ACCEPTABLE FOR USE. ERECT SIGNS PER FiOADWAY STAN�Afl� DRAWIMG 1110.01. PAYMENI` FOR WD017 POSTS, 3LB STEEL L1-CHANNEL AND SaUARE STEEL 7UBIf�G f'OS7S WIiH SIGNS WILL BE MADE ACCOFiC7rNG i0 SiAN[lAHl7 SF'ECIFIGAiION "YJONK ZONE SIGNS" SEC7ION 1„0. SHEET 1 �F 1 - WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD ❑RAWING N0. 1110.01. REMOVE ENTIRE POST WHE€V REMOVING SIGNS WITH SPLICEQ P6ST5. qppRpVE6: DaTE: o� �F H�C - DO NOT 6AGK BRAGE SIGN SUPPORTS. �y� �` µURTH `^� o y °„" '� DETAIL DRAWING FOR TWO-WAY -** TWO-WAY UNDIVSDE� ADVANCE WARNING SIGN CONFIGURATION MAY BE IJSED QN URBRN Ml1LTT-LANE FACILITIES WHERE CONDTTIONS LTMIT THE USE DF �UAL MOUNTED ' UNQTVIDED AND URBAN FRE�WAYS SIGNS AS UETERMENED BY THE ENGINEER. + o p SEAL o ; � o P9 Q WORK ZONE WARNING SIGNS �r�Fhr s¢°p O O O� 1RPN G h¢ 7RAFF�G v om �� D�.�..�� r-o��ila �z��n =��Dm =u�oo z�o�� nn �� (/a W i o . z „ N � r z � m rn "� 3 � � r N 0 k'+ D � � � � � � � � � � a � � z v �rn� � � � � r � D Q z m C G7 ��i10 O :i� � {!) m v ctos�o ' 1�,F 6 — � — ae^ � .♦ 0 �e^ INSET FOA 2 LANE ROADWAYS o WITFI 2-WAY TURN LANE W in ALL OTHER DEVICES ARE THE SAME A5 ABOVE N Q 7Np-1UlY 7RAFFfG TAPER 9lIKfEF 50`-fpp' SPpCE GENERAL NOTES FQR F�AGGER OPERATIONS 1- REFER Tp STp, 11d1.1t BH�ET 4 FQR 8I4N SPAGINp. 2- INSTALL LANE CLdSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTRFAAI SIDE dF TRAFFIC. 3- REMDVE LANE CLOSIIRE5 AGAINST THE TRAFFIC FLQW, BEGINNING WITH DEVICES 6N THE pOMRrSTREANI SIDE OF THAFFIC. 4- PI.ACE GONES THRU TFiE YYORK AREA AT THE MAXIMUAI SPACINQ EQUAL IN FEET TO 2 TiNES THE POSTED SPEE[] LINIF. 5- EXTEND LAIVE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGFiT �ISTANCE IS PROVIDEQ T8 THE FLpeGGER (REFER TO STD. 110i.11 SHEET 2}. 6- d0 NOT STOP TRAFFIC IN ANY QNE DIRECTIOM FOR MORf TtiAN 5 MINUTES AT A TIME. 7- QRUMS OR SKINNY-DRWY15 MAY 6E 11SED IN LIEU OF CONES. REFER TD ROADWAY STANDARI] pRANfING 1180.01 FOR SKINNY-DRU#1 REQUIFiEMENTS. .� ESIGN3 �W2Du7a} GNALIZE U5E OF I.AW � J � � � � V � � w M�RRK AREA � t� c� wzo s Z� Q . �e' x aa• �""� Q J 3 J � � T �OA1Y � �� W �- Bl1FFEq 7AP@q n � SPACE 100' CC � Q GENERAL NOiES FOR PILOT CAR OPERATIONS Z J� 1- USE PIi,pT CARS WkfEN pI3iEGTED BY THE ENQINEER. Q',,, 2- IF ROADWAY WIE?TH IS LESS THAN 22 FEET {EOP TO EOP C70hEES MAY NflT BE REQUIRED ,� �� THE�YG4K}RK�AREAEI� USING�ATPILOTS�RTIQN OF THE ENG�IGEEp, CANES MAY BE OMITTEU ALONG a Q _ � � 3- CONES ARE AL�fAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. fn � H � C11 4- lAOLlNT SI(iN G20-4 "PILOT CAR FDLLOW ME" AT A CONSPICU(�US POSITION ON THE REA�R OF �„� � THE PILOT VEHIC�E. �, � � 5 OF NTi�1E MERGE�TA�P�ERETD�TNHf�ENpiO� THEELANE C OSURESURE, IAEASURE� FROM THE BEGINNING W� Q 6- ADVISE RESTDEt�TS AND BUSINESSES YYFTHIN THE LANE CLOSUAE LIMITS ABOUi METHODS OF J SAFE EGRESS AND INGRE55 FROIN dRIVEWAYS DURING �LAGGING AND PILOT CAR �PERATIONS. � N 9- REFER TO 2009 MUTCR, CHAPTER B, FOR FLAGGEA CONTROL, REQUIRENENTS, AN� PROCEpURES. 3HEET 1 OF 15 1� n�. O� 1a- 00 NQT EXCEEO A 1 NEILE LANE CLOSURE LENGFH UNLESS OTHERWISE SHOWN IN THE TMP OR � AS DIRECTEa BY THE ENOINEER. REV. N0. REVISIONS DATE �� B 01 p�, y -- , � c, Y; �o �� jy� ti CITY QF G�LDSB�R� E N G I N E E R I N G D E PAR T ME N T 200 N. CENTER STREET - P.O. DWR A- GOLDSBORO, N.C. 27533 (919) 580 - 4342 TRAFFIC CONTROL NOTES AND DETAILS LEGEND f FLAGGER � CON� IQ PORTABLE SiGN � DfRECTION �F TIiAFFIC FLaNf PROJECT: SHEET N0. z o� H� 4a ��V ��aHz O p N = � Z w dU�QH � c~i��,�o� 0 o v, a Z H� 1 u �� 0� SHEET 1 OF 15 11a1.0� GREENWAY AT STONEY CREEK CD-3 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:46:56 PM, AutoCAD PDF (High Quality Print).pc3 \\it-zeus\Departments\Enqineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:46:58 PM, AutoCAD PDF (High Quality Print).pc3 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:47:30 PM, AutoCAD PDF (Hiqh Quality Print).pc3 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:47:34 PM, AutoCAD PDF (Hiqh Quality Print).pc3 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:47:48 PM, AutoCAD PDF (Hiqh Quality Print).pc3 can�sTRucT�oN s�c�vENcE C(?NSTRUCTION SPECIFICATIONS 1. Hold preconstruction conference at least one week prior to starti,�q construction and Invite NCDEMLR LQS contact number Is 19191707-9200. 2. Flag th� work limits for protection. 3, Prior to any land disturbing llncludlng demolitionl activlti�s. install silt/tree protectlon fence, consiruction entrance, femporary stream crossinqs, arrd all other erosfon control devices. 4. In accordance with the erosion control pI�ns, grade trQil, install crosspipes, and place relnforced sllt fence as shr�wn. Place additlonal eroslon control matting and sta6llize 2:1 slopes Qs tndicated. ModTfy silt fence placement around trail and outlets as necessary, ploce silt fence around all temporory crossings and culverfs as needed. 5. Complete final grading for trail. 6. Finish grading of slopes, topsoil eritical areas and permanently vegetate, seed and mufch. 7. A!1 �raded areas will be seeded, fertll)zed and mulcl�d according to NCaOT specrfications to maintain a v�gorous,dense.vegetative cvver within 7 to 14 days or sooner of completion of any phase af grading. Refer to the latest NPDES Rules dated August 2011 for more information on ground stabilization requi rements. In summar� y, peri meter dlkes, swales, d i tches. slapes steeper thvn 3:1, ar�d hiqh quality lHQW1 zones sf�auld be stabilized within 7 d�s. All otl�r areas and slopes shall be sta6ilized W1fllln 14 days, !f work on t project ceases for more than th� a6ove mentioned leng#h of time, all disturbed areas shall have �em,00rary vegetative qrou�d cover established and erosion control d�vlces malntalned. , 8. All erosion and sediment �anfrol practices will6e inspected weekly and ofter rainfall events. Needed repairs wi116e made immediately. 9. Estimated time before final stabilization is 9 monthse 10. Site includes appraximatefy 0.34 acre,s of permanent vegetation area. 11. AFTER SITE IS STABILIZE�, construction entrances, and constructlon stagIng and material area stockpTle areas,and all other erosian control devices shall be removed, resfor�ed as existing, and permanently vegetated os described in the maintenance and vegetative plan. Contractor must recelve permisslon dy pro ject Inspector defore any measures are remaved. MAINTENANCE Follaw th� constructfan sequence throughout �roJect development. Adequate erosfon and sediment control measures must be installed, maintain�d and ad °uster� as needed during the demolition or clearing and gru6bing phases as well as �hroughout ttae life of and unt�lpermanent veqetation on the project is estQ6lished.When chanqes in constructlan activltles are needed, amend the sequence schedule ln advance to maintain management control. Notificatian of Land Resources Sediment and Erosion Control Self-Inspection Program: Th� Sedimentatlon Pollutlon Control Act was amended in 2D�6 to, requlre tl�at persons respons161e for land-distur6in actTvTties Inspect a proJ ect after eoch phase of the projecf to make sure that �he approved erosion and sedimenfation control plan is 6eing followed. Rules detailinq the documentation of these lnspectrons taok effect October 1,2�110. To slmpllfy dQcumentatlon of Self� Inspection Reparts and N�'DES Self -Monitoring Reports, a cornbined form is now available.The new form was developed to satisfy the requirements of the Sedimentation Pollutlon Controf Act and the NPDES Stormwat�r Permit for Construction Activities, NCG QIQQ40. Beqinninq Au ust 1, 2013, t� Di�ision of Enerqy, Mineral, and Land Resources 1s responsible �or admin�sterfng both the SPCA and the NPDES Stormwater P�rmit for Canstructlon Aetivities, NCG OIOOQO. Th� combined farm should mak� Tt easier to comply with self-inspection requirements. TI� Cam6lned 5elf-Monitoring farm is avallable as a PDF and Ward document from tl� Land Quality we6 site, http://portal.ncdenr.org/we6/Ir/erasion If ou houe questions, please contact the Land Quality Section at a DENR Regional of�;�e at ��9 -To� -�zoo. If the same person conducts t1� land-distcrr6ing activit� & any related borrow ar wast aCf1V1t�,th�e related borrow or waste acfivity shafl consf�tufe parf of tl�e Iand-disturbing activify unless fhe 6orrow or waste actPvlty �s requlated under ti� Mininq Act of 1971, ar Is a Iandf111 regulated 6y ti�e Divislon of Waste Management.lf tl� land-dlstur6lnq activity and any related 6orrow or waste activity are,not conducted 6y the same person, tl�y sholl be considered separate land-dis�`urbing activities and must 6e permitted eithe� throuqh the Sedimentation Pollution Control Act as a one-use borrow site or through tl� tifi ni nq Act. MA1 NT ENANCE PLAN 1. The Contractor shall check all eroslQR and sedlment control practTces for sta6lllty and aperatlon follawing every runoff producing rainfall but in na case less fhan once every week. Any needed repairs wili 6e made immediately by th� Contractor to maintain all practices as deslgned, Also per National Pollutant Discl�arge Elimination System (NPDESI genera! stormwater permit, a rain gauge must be installed an site. Ti�e raln qauge must be kept ons�te and Inspections by th� Contractor must 6e made and logged after every hnlf inch of rainfall and once a weeke 2. The Cantraefor shall remove sediment fram erosion control devTces wi�n storage capacity i7as 6een approximately 50% filled. Grwel wi116e clea�ed or replaced wvhen the sediment pools no Ionger drains properly. 3. T he Contractor shall remove sed i ment f rom behi nd si 1 t fence wh�n It becomes 0.5 feet d�ep at the fence. Sllt fence w1116e repalred as necessary ta maintain a barrier. 4. T i� Contractor si7a11 f erti I i ze, resesd as necessary, and mulch all seeded areas according to specifications in ti� vegetative pla.� to maint�ln a vlgorous,dense vegetative cover. 5. The Contractor shal! provide ground cover on exposed slopes or' oth�er areas withrn 7 to �4 da s or soaner nf complet�on of any phase of grading. Refer �o th� latest NPDES Rules dated August 2011 for more information an ground sta6ilfzation requirements. Permanent ground caver is to 6e provided for all d�stur6ed areas within 7 to 14 days or sooner following completion of construction or development. 6. Tl�e �Ity of Golds6ora contact Is Bob6y Craom,19191580-4278. REV. N0. REVISIONS RIP RAP C6.I5� CONSTRUCTI4N SPECIFICATIQNS Subgrade Preparation - Prepare ti� subgrade for rPprap and filter to the required lines and rades si�own on the plans. Compact any fill required in the subqrade ta a densl�i approxlmatlng that of t,he surroundlnq undlstur6ed material or overflll depressions with riprap. Remove 6rush, trees, �stumps and other a6 f'ectiona! material. Cut th� su6gr�de sufficiently deep that ti� finished grade of' the riprap will be at th� elevation of tl� surrounding area. Channels should 6e excavated sufficiently to allow placement of the riprap in a manner such t,+aat ti� finished inside dimensions and grade of th� riprap meet design specifications. Sond ond gravel filter 6lanket - Pla�e th�e filter 6fonket immediotely after tl�ae ground foundation is prepared. For gravel, spread filter sfone in a uniform layer fo th� specified depth. Where more than one layer of filter material is used.spread th�e layers with minirnal mlxing. Synth�tic filter fabrlc - Place tI� cloth filter directly on the prepared fvundation. Qverlap the edges 6y at least 12 inch�s, and space anchor pins everY 3 ft along the averlap. Bury th� upstream end af th� cloth a minimum of 12 inches delow qround and wla�re necessary. bury the lower end of the cloth or overlap with the next section as required. Take care not to damage the cloth when placing riprap. If damaqe occurs remove the riprap and repalr tl� siaeet 6y adding anotl�r layer of fllter material with a minimum overlap of 12 inches around th� damaqed area. If extensive damage is suspected, remave and replace �1� enfire shee�'. Wh�re large stones are used or machine placement is difficult,a 4-inch layer of f i ne gravel or sand may be needed to pratect tiae f i I ter cl oth. Stone Plocemenf - Placemenf of rlprap should follow immedlately aft�r plo�ement af th� filter. Place riprap so that if forms a dense, well - raded mass of stone with a minimum of voids. Tl�e desired disbribr�tian of stones �hrougheut ti�; mass may be obtalned by selecflve loading at the quarry and confrolled dumping during final pincement. Place r�prap to its full thickness in one operation. Do not place ri prap by dumpTng through chutes or other methods ti�at cause segregatTon of stone sizes. Take care not ta dislodge th� underlying base or filter wl�n placing t� stones. Tiae finish�d slope shat�ld 6e free of pockets of small s�one or clusters of large stones. Hand placing may be necessary to achleve ti�e proper dlstrlbutlon of stone sizes to produce a relatively smooth, uniform surface, The finisl�d grade of th�e riprap slrould blend with the surrounding areo. No averfall or protrusion of rfprap shouid 6e apparent. MAI NT ENANCE Ir�spect cl�annels at.r�gular Intervals os well as ofter mn far ralns, and moke r�palrs promptly. Give spec�al attention to th� outlet and inlet sect�ons �nd other points where concentrafed flow enters. Carefully ch�eck stQbility at road crossings and look far indications of piping,scour holes,or bank fallures. Make repairs immediately. Mai ntai n ali veqetati on ad J acent to ti� cf�annel i n a healthy, vigorous conditlon to protect tire area from erosian and scour during out-of -bank flow. Control of weed and drush growth may be needed in some locations. LAND GRADING �6.02� CDNSTRUCTIQN SPECIFICATIQNS 1. �onstruct and maintain all erosion and sedimentation control practices ond measures In accordance with the approved sedlmentatlon control plan and construction scl�dule. 2. Remove good topsoil from areas to be graded and fflled, and pres�erve it for use in finishing the grading of all critical areas. 3. Scorlfy arer�s to 6e topsoiled to a minimum depth of 2 inches 6efore plocing tapsafl. 4. Clear and gru6 areas to be filled to remove trees, vegetation, roois, or otl�r o6jecfTona6le materlal tJx�t would affect the planned sta6lllty of th� fifl. 5. Ensure that fill material is free af brush, rubbish, rocks, logs, stumps, building de6ris, and otiaer materials inappropriate for eonstructlr�g stadle f111s. 6. Place ail fi11 in layers �ot to exceed 9 inci�s in thickness, and compact tl� layers as required to reduce erosion, slippage. settlement, or oti�r related pro6lems. 7. Do not incorporate frozen material or soft or highly compressi6le materials �nto fil! slopes. 8. Do not place fill on a frozen foundatlon, due to posslble su6sldence and slippaga. 9. Keep diversions and other water conveyance measures free of sediment during aIl phases af development. IQ. Handle seeps or springs encountered during construction in accordance with appraved methnds. 11. Permanently stabillze all grdded areas immediately after fTnal grading is completed on each area in fihe grading plan. Apply temporary sta6ilization measures an all graded areas when work is ta 6e interrupted or defayed for 15 working days or longer. 12. Shr�w fopsoil stockplles, 6arrow areas, and spoil areas on fi�e pfans9 and moke sure they are adequatel� protected from er�sion. Include final stabilization of these areas �n the pfan. MAINT ENANCE Periodicall� check all graded areas and the supporting erosion and sedlmentat�on control practices, especially after heavy rainfalls. Promptly remove aIl sediment from diversion and otl�er water-disposal pr�ctices. If washouts ar breaks occur, repnir them immediately. Prompt maintenance of small eroded areas befare tl�y �ecome siqniflcant ullies Ts an essential part of an effective erosion and sedimentation con�rol plan. DATE �� B 01 p�, y -- , � c, Y; �o �� jy� ti GRASS-LINED CHANNELS �6.341 CONSTRUCTION SPECIFICATIONS 1. Remove all frees, brush, stumps, and oth�r ob�ectionable material from th� foundatlan arsa and dlspose of properly. 2. ExcaUate tl� cl�annel and sl�ape it to neat lines and dimensians six�wn an th� plc�ns pfus a�1.2-ft pve�CUt C1rpUnd the channel perimeter to allow for bulkinq during seedbed preparations and sod buildup. 3. Remove and properly dlspose of all excess ,soll so fhat surfa�e water may enter the cl�nnel freely. 4. The pracedr�re used to establish grass in tl�e channe! will depend upon the severity of the eondrtions and selection of speeies. Protect the channel with mulch or a temporary liner sufficient to withstand anticipated velocities during tl� esta6lishment periad. MAINT ENANCE During t1a� esfaallshment perlod, ch�ck grass-lined chtrnnels after every rainfall. After qrass �s established, periodically check the channel; check it after every I�avy rainfall event. Immediately make repairs. It is particufarly Important to cl�ck the channel outlet and al! road C�'OS51f1�5 for 6ank stabifity and evidence of piping ar scour hr�les. Remove all significant sediment accumulations to maintain the designed carryinQ capacity. Keep ti�e grass in a 1�althy.vigorous condition at all trmes,since it is the pnmary eros�on protection for the channel. VEGETATIVE PLAN �NCDENR 6.11� SEEDING SCHEDULE Shoulders, Side Di�cl'�s. Slopes (3:11 �ate Type Planting Rate Auq.15-Nov,l �Tall Fescue 250 Ibs./acre �lav, l-Mar,1 Tall Fescue 250 Ibs✓acre & A6ruzzf Rye 2.� Ibs.lacre �4far.l-,4pr.15 Tall Feseue 250 IbsJacre Apr.15-Jun.15 Hulled Common Bermudaqrass 12 16s./acre Jun.15 -Aug.15 �Tall Fescue 250 16s./dcre � & Brawntop Millet =_= 35 f6s./acre � or Sarqhum-Sudan Hybrids xMx 3Q 16s./acre . . Sloae�s f3:1 to 2:IJ �far.l-Jun.l �Serieea Lespedeza �scarifiedl 50 16sJocre ond (Mar. l-Apr. f51 �Add TaII Fescue 25� Ibs✓acre (Mar. l-Jun. 301 or Add Weeping Lovegrass 5 16s./acre (Mar. I-Jun. 301 or Add Hulled Common Bermudagrass 8 Ibs./acre Jun.l-Sep.l �Tall Fescue YY� 250 Ibs./acre • & Browntop M111et rY� 35 Ibs./acre � or Sorghum-Sudon Hybrids �rr 30 /6s,/acre Sep.l-Mar.l �Serlcea Lespedeza � (unhulled -unscorifledi 7U Ibs./acre � & Tall Fescue 25� Ibs./acre (Nov, l-Mar.11 �Add Abruzzi Rye 25 Ibs./acre � Consult Corrservation Engineer or SoI! Conservation Service for additionallnformatfon concerning ot,'�r aiternatives for vegetatlon of denuded areas. Ti� abave vegetatlon rofes are those which do well under local conditions: otl�er seeding rate com6inations are possible. __� Temporary. - Reseed according to optimum season for desired permonent vegetotion. Do not allow temporary cover to grow over 12 lnches �ln h�lght Gefore mowing, otherwise, fescue moy 6e shoded ou�. CONSTRUCTION SPECIFICATIQNS MAiER1ALS SEEDING SPECIFICATIONS �� After rouqh grading is completed, till soil in areas fo 6e seeded and pl�nted ta a depth of si x inch�s. 2) �lpply aqricultural lime, fertilizer, and superpl�sphate to disturbed areas to be veqetated. 90 16sJimestone/1000 sq. ft, f2 tons/acreJ 35 Ibs.10-10-10 fertlllzer/IQ00 sq. ft. (1500 16s/acreJ 40 16s. 50% superplx�sphate/100� sq. ft. (f750 16s/acreJ 31 Disk nutrients inta soil to a depth of' six inches unt�l surface is uniform and free of larqe dlrt clods. 41 Seeding permanen� qrasse 3.0 Ibs. KY-31 tall fescue/1000 sq. ft.1130 16s./acrel during February 15 through May 15 or August 15 through Novem6er 15. -QR - 3.4 Ibs. KY --31 tall fescue and 2.0 Ibs. annual ryeqrass/1000 ,sq, ft, during November 15 through February 15. �1 Mulch seeded area with small qrain strQw at 90 !bs/1000 sq. ft, l2 tons/acrel. Sprend uniformly. Approximately'/Z of qround surface slaould 6e visibfe io avoid blQcking sunlight to seedllnqs. On areas wi�re the ground surface equals or exceeds a 3:1 slope, and in th� irlverts of all drainage swales,tack muich with asphalt emulsion at a rate of 450 gallons emulsion per acre of straw. 61 Mulch around shu6bery arrd trees with pine straw to depth of 3 Tnches. 71 Temporary cover 1.0 Ibs.6rown top millet/1000 sq.ft.Moy thraugh August 25. -QR - 1.0 Ibs. annual ryegrass/1000 sq. ft. August 25 through Apri1. TOPSOILING 16.04� D�termine whetiaer the qu�llty and quantlty of available topsoil justlfles selective handlinq. Quality tapsoil has th� folfowing ch�racterlstics: Texture - loam, sandy loam, and silt loam are 6est, sandy clay loam, sllty clay loam, clay loam, and loamy sand are falr. Do not use I�avy clay and organlc soils such as peat or muck as topsoil. Organic matter content - Csom�times referred to as "humic matter"J should be greater thon 1.5% by weight. Acldlty - pH should be greater than 3.6 before Ilming, and Ilming is requlred if It Ts less t,hr�n 6.�. Soluble salts - shauld be less than 50Q ppm. Sodium - sodium adsorption ratio should be less thpn 12. The depth of materlal meetlnq tt� obove quc�llflcatlons st�ouid be at Ieost 2 Incl�s Soil factors such as rock fraqments, slope, depth �o wafer table, and layer thickness affecf the ease of excavai`�on and spreadinq of topsoil. Generally , th� upper part of tl�e soll, which is rich�st ln organlc matter, Is most desirable; however, materfal excavated from deeper layers rnay be worth storing if it meets tl� other criteria listed a6ove. Organic soils such as mucks and peats do not make goad topsoil. They can 6e identified by their extremely light weight wh�en dry. STRIPPING Strip tapsail anry from tl�se areas t�t wi116e disturbed 6y excavatian, filling, road6uilding, or compact�on dy equipment. A 4 to 6-inch strlpping depth is comman, but depth varies dependin� on th� site. Determine depth of strippinq by tr�kinq soil cores at several locations within each area ta be stripped. Topso�l depth generally varles alonq a gradient f'rom hllftop to toe of tl� slope. Put sedlment baslns, dlversions, and othh�r con�rols Into place be�'ore strlpping. STOCKPILING Select stockpile location to av�id slo,aes and natural drainageways,avoiding fraffic routes. �n larg� sites, respreading is easier and more econamical when topsoil is stockpfled �n smoll piles lacoted near areos where tl�ey wi116e used. All stockpile areas used shall be stabilized with silt fence and seeded. Sedlment barrTers - Use sedimenf fences or oth�r barriers where necessary to retaln sedlment. CITY QF G�LDSB�R� ENGINEERING DEPARTMENT 200 N. CENTER STREET - P.O. DWR A- GOLDSBORO, N.C. 27533 (919) 580 - 4342 Tempor�ry seeding - Protect topsoll stockplles by t�mporarlly seeding �s soon as ,oassl6le, na more than 30 workinq days or 12Q cafendar days r�fter tiae formation of ti�e stockpile. Permanent ve�etatlon - If stockplles wifl not 6e used withln 12 months tl�y must 6e stabrlized with permanent vegetation to control erosion and weed growth. SITE PREPARATION Before spreading topsoll, estobllsh �roslon and sedimentaflon confrol practices such as dlverslons, 6erms. dlkes, waterways, ond sedlment baslns. Grading - Maintain grades on the areas to 6e tapsoiled accarding to tia� approved plan and do not alter ti�em 6y adding topsoil, Lim�nq of subsoil - Where the pH of tne existing subsoii is 6.4 ar less, or the soll Is composed of heavy clays.Incorpor�te agrlculturaf limestone in amounts recommended 6y soll tesfs or specif�ed for �he seeding .mixture to de used. Incorporate lime to a depth of at least 2 inch�s by disking. Roughening - fmmedlately priar to spreading the topsoil.loosen the su6grade 6y disking or scarifying to a depth of at least 4 inches,to ensure 6onding of th� topso�l and su6so�1. ff na amendments i�ave 6een incorporated,laosen th� soil to a depth of at least 6 inches before spreading topsoil. SPREADING TOPSOIL Da not spread topsoll while !t is frozen or muddy or wh�n subgrade ts wet or frozen. Correct any irregular�ties in tl�e surface that result from topsoiling or other aperatlons to prevent the form�tion of depre�sivr�s or water pockets. Compact th� topsoil enough to ensure good contact with the underly ing sail, but avoid excesslve compactlon,as It Tncreases runoff and Inhlb�Its seed germinatlon. Llght packing wlth a roller Is recommended wl�ere hiqh-maintenance turf is to 6e sstoblished. On slop�s and areas that wlll nat be mawed, ti� surface may be left rou�h after spreading topsoil. A disk rnay be used to promote bQnding at the �nterface 6etween topsoi 1 and su6sa 1. After topsoil application, follow procedure for seedbed preparation, taking care to avoid excessive mixrng of topsail inta the subsoil. PROJECT: EROSION CONTROL DETAI LS GREENWAY AT STONEY CREEK SHEET N0. EC-4 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:48:00 PM, AutoCAD PDF (High Quality Print).pc3 8'-0" MAXIMUM VARIABLE AS QIRECTED BY THE ENGINEER MlNIMUM 1� LINE WIRES STEEL POST -- WOVEN WIR� F ABR1C SI�T FE�JCE �ABRIC NOTE: USE SILT FENCE ON�Y WHEN DRAINAGE AREA DOES NOT EXC�� 1/4 ACI�� A�I� NEV�R IN AREAS OF CONCENTRATED �LOW. 0 I N . I . � � 6" MINIMUM COVER OVER SKIRT �k ANCHOR SKIRT AS DIRECTED BY ENGINEER �k SiDE v�Ew STANDARI� TEMPORARY SILT FENCE FILTER OF 1 INCH DIAMETER # �7 WASHED STONE�_ 0 N �TE: SILT FENCE FABRIC TO OVERLAP HARDWARE CLOTH BY 12 INCHE� STEEL FENCE POST WIRE FENCE HARDWARE CLOTH �o 0 �O 00 ) o_o SILT FENCE �ABRIG ON WIR� ��NCE FILTER OF 1 i�vCH DIAMETER # 57 WASHED STONE ---� FLOW DIRECTION 18" i i n nn�ni n n� rti �ri i �� 0 � p O �� . � . ��ti . ..-•� , . •• • • •. . • HARDWARE CLOTH ON WIRE �ENCE PLAN VIEIN 12�/ GAUGE )IA�E WIRES � FOR REPAIR OF SI�T FENCE F�Af�URES USE REINFORCED SI�T �ENCE OUTLET DETAIL �, r ' � �yo�o�o��° °8 , � � 0 � �O o 0 �° � a o 7� � o n nn ,. �,.� n O�„ O STEE� FENCE POST SET`� Jhnnvineiihn � ��r nnno�` � a� �°o o� 0 00 000 STEEL FENCE POST � !O� O.G. MaXrMUM V,4RIABLE AS DIRECTED BY THE ENGINEER �'fZVIV I VICYY 40" 3" 4" 3" 4' 3" 4" TREE PROTECTIC�►N AREA ' �O NOT ENTER WARNING SIGN DETAIL 18" _ a 3 � � �_��- SIDE VIEW STEEL POST - WOVEN WIRE FABRIC - (1RANGE, UV RESISTANT. HIGH�TENSILE STRENGTH, POLY BARRICADE FABRI� fTYP/CALJ — WARNING SIGN NOTES WARNING 51GN5 TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL. LET'TERS 7'Q BE 3" HIGH MINIMUM.CLEaRLr LEGrBLE �vvp SP,aCED aS DET,vLED. SIGN5 SHALL BE PLACED AT 50' MAX/MUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 5Q' ON CENTER THEREAFTER. FOR TREE PROTECT/ON AREAS LESS THAN 2(JQ' IN PERIMETER,PROVIDE NQ LESS THAN ONE SIGN PER PROTECTION ARE�L ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAlNTA/N TREE PROTECTIDN FENCE THROUGHQUT DURATION OF PROJECT. ADDITIdNAL SIGNS MAY BE REQUIRED BY THE CITY OR NCDENR. BASED ON ACTU,4L FIELD C�NDITIONS. SIGNS SHALL BE !NClDENTAL TO THE FENCE. TREE PR4TECTI4N DETAIL REV. N0. REVISIONS DATE �� B 01 p�, y -- , � c, Y; �o �� jy� ti CITY QF G�LDSB�R� ENGINEERING DEPARTMENT 200 N. CENTER STREET - P.O. DWR A- GOLDSBORO, N.C. 27533 (919) 580 - 4342 FILL SLOPE � N "' ...-_.... _ � GRADE EROSION CONTROL DETAI LS PROJECT: GREENWAY AT STONEY CREEK SHEET N0. 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STpNE 1' MIN 213 CiiANNEL WIDTH SECTION A-A SECTIDN B-B a � � � 0 � � z W H .� oaC � � � p J O � � � � � _ � CI) � H J � �a w � a W � 1633.01 STAPLES STRAW BA�E BINDER WIRE SANDBAG (2 PER BALE) 1Q mil PLASTIC LINING 10 mil PLASTIC LINING PLYWOQD NATNE MATERIAL 4$��4�� BLACK LETTERS II-I III-1' SECTION A-A (OPTI�NAL) PAINTE� WHITE �" HEIG�ii ?' NQT TO SCALE LATH AND � - FLAGGING ON -I ��—I I I I`I I I� BERM � � LAG SCREWS ; ; CONCRETE; �, 3 SIDES SECTION B-8 � � WASHOUT �' �o' MINIMUM NOT T� SCALE � WOOD Oa METAL STAKES � o 0 0 0 (2 PER BALE) 36" WOOD POST 3.5"X3.5"X8' SAN D BAG �a� �nirviMu�n _ 'I`��- ��,��—��j�4 ��—�1� � � � � 36�� a o �-� o -�1 u ��n-� o 0 --� � � � �� A A B�� d B CONCRETE WASHOUT VARIES O SIGN DETAIL (OR EQUIVALENT) PLAN O � NOT TO SCALE VARIES � � � � ��p( ��r BERM � `l � `l 2„ 0 O � 0 � � ` �� d � d t TYPE "BELOW GRADE'" � 1.12" DIA 1a mil PLASTIC LINING �--~ �-� �--~ ��- STEEL WIRE � ° � ° � ° � ° �"' ° 90 mil PLASTIC LINWG —,---- --�---- —,---- ----� --- STAPLE 10 mil PLASTIC LINING PLAN STRAW BALE aETAIL N�T TO SCALE (�P) WOOD FRAME SECiJRELY fASTENED AROUND SECTION B-B �� ,� ENTIRE PERIMETER NOT TO SCALE TYPE ABOVE GRADE WITH STRAW BALES WITH TWO STAKES �1fl' MINIMUM� TW O-STACKE D 2X'�2 ROUGH WQOD FRAME B B NOTES 1. ACTUAL L.AYOUT TO B� DET�RMINED IN THE FIELD. VARI ES STAKE 2. A CONGRETE WASHOUT SIG�I SHALL BE INSTA�LED ('rypj WITHIN 30' OF THE TEMPORARY COMCRETE WASHOUT FACILITY. 3. MATERIALS USED TQ CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMQVED FROIIr� THE SITE OF THE WORK AIVD DISPOSED OF OR RECYCLED. 4. HOLES, DEPRESSIONS OR OTHER GROUND D15TURBANCE CAUSEp BY THE REMOVAL QF THE TEMP�RARY COIVCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND PLAN �pE �`ABOVE GROUND�� STABILIZED TO PREVENT EROSION. 10 mil PLASTIC LINING NQT TO SCALE W ITH WOOD PLANKS C*p �s, �-P G�, T� `�`s' 'L�` �/� ��92 �� 2" TO 3" � COARSE AGGREGATE {6" MIN DEPTN} RAILING (6" MiN) MAT OVERLAP PER - MANUFACTURE SPECIFICATION • ►, r , MUD MAT DETAIL z O � H � �a ��' LLJ�F-+Z �o�� z aU�� H �Qo�a z . ' °C � �^H •:. q w '� I Q CONTROL STONE STQNE F4R SEDIMENT 1' MIN � Q o , 12" H= 2' MI�U a�b a�b o �a �:� v c �v° �a° �c�° o�_ "o° - .a°�onao NOTES: 1. MUD MAT{S} SHOULD BE LOCATED TO PROVIDE FQR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 2, MUST BE MAINTAINED IN A CONDiT10N WHICH WILL PREVEN7 7RACKING OR DIRECT FLOW OF MUD INTQ WETLAND. 3. MUD MAT(S) SHALL BE UTILIZED IN WETLAND AREAS TQ L.IMIT IMPACTS FOR BRI[}GE ANp $QARDWALK G�NSTRUCTION, FREQUENT CHECKS OF THE DEV]CE AND TIMELY MAINTENANCE MUST BE PROVIDED BY THE CONTRACTOR. 4. NUMBER AND LOCATION OF MUD MATS TO MINIMIZE IMPACTS OR DETERMINED BY THE ENGINEER. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD MAT FOR APPROVAL. 6. CONSTRUCTION ElVTRANCE APPROACHES TO MUD MAT SHALL BE WCIDENTAL TO THE MUD MAT PAY iiEM. �O �S ,''-S� �� 0 �s- � �i� �T� �y �'F �;--•.�:=i . !: ��. s.: i�: i; i ��,��' i� . ��:�:F�.r y ;�Iri;!� �; :�'�, • � •• . E�: �' � �; � . ,1 i � • .� . REV. N0. FLOW B�I� ll A a��'��p ��`o p�'b`�9a q U�� 4 i} oQq ❑ 0 P p� D 9 � v� o�� v� �p� o o� �Q a� �o0 4� � J 00 ona o p�� p d�q�� .o p�D O O O� t1 . oD p f} p�b D O O �v �� c c� n R d`�� a� 0 97,+ O � O p� . `�O . � � p0 C�`��O . C'Q4 p CJo o p ��} p� ojO p Oo e% (� 4Yp, �Oj D o �,� t} p� P p� C3 p O � s� m� o o� c� p 0 PLAN �F� Fp�i��--'S� MUD MAT �� o'" �T ��2 c�� y��'T � � RAILING p`A �G�. ( 6" M I N)� G`S'�s'�'%-,1�` � r REVISIONS DATE �� B 01 p�, y -- , � c, Y; �o �� jy� ti CITY QF G�LDSB�R� E N G I N E E R I N G D E PAR T ME N T 200 N. CENTER STREET - P.O. DWR A- GOLDSBORO, N.C. 27533 (919) 580 - 4342 NOTE US� CLASS B EROSION FOR STRUCTURAL ST��IE. us� No, 5 oR wo. 57 GONTROL. EROSION CONTROL DETAI LS PROJECT: GREENWAY AT STONEY CREEK SHEET N0. EC-8 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:48:08 PM, AutoCAD PDF (High Quality Print).pc3 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:48:12 PM, AutoCAD PDF (Hiqh Quality Print).pc3 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:48:15 PM, AutoCAD PDF (Hiqh Quality Print).pc3 \\it-zeus\Departments\Engineering\Stan\Greenway by Stoney Creek\Greenway2 by Stoney Creek.dwg, 9/18/2018 3:48:30 PM, AutoCAD PDF (Hiqh Quality Print).pc3