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HomeMy WebLinkAbout20211213 Ver 1_08_Site Plan_Erosion Control_(2021-07-23) (2)_20210805S T en th knJarvis Church East Carolina Univ. jS t.VICINITY MAP 5/14/202105-14-2021 1 TOTAL SHEETSSHEET NUMBERFILE NUMBERDATE COPYRIGHT C 2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, TITLE SHEETGREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:XX GREENVILLE, NORTH CAROLINA GREENWAY PROJECT TOWN COMMON CONNECTOR BUILD GRANT PROJECT G PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 PROJECT GRAPHIC SCALES 0 0 20 10 20 40 20 10 20 40 5 102.55 ENGINEER:SURVEYOR: CONTACT: PATRICK HARTMAN, PLS (252) 353-0002 FAX (252) 752-4135 GREENVILLE, NC 27858 107 EAST SECOND STREET RIVERS AND ASSOCIATES, INC CITY: CONTACT: DAN ROBINSON, P.E., CFM 677-2155 FAX(919) 677-2178 TEL(919) RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE STREET KIMLEY-HORN AND ASSOCIATES, INC.PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS CONTACT: LYNN RAYNOR, P.E. (252) 329-4620 TEL GREENVILLE, NC 27834 1500 BEATTY STREET CITY OF GREENVILLE NAD 83/NA 2011-G1- STA 10+17.00 BEGIN PROJECT G -G3- STA 27+31.28 END PROJECT G -G1- STA 11+62.14 END -G1- -G2- STA 13+50.00 BEGIN -G2- -G2- STA 17+08.46 END -G2- -G3- STA 19+84.56 BEGIN -G3- PROJECT BEGIN PROJECT END 4 7 6 5 1 INDEX OF SHEETS SHEET NO.DESCRIPTION TITLE SHEET1 CONVENTIONAL SYMBOLS EROSION CONTROL PLANS AND DETAILS CROSS SECTIONS UTILITIES BY OTHERS PLANS TYPICAL SECTIONS AND MISCELLANEOUS DETAILS 1A 1B EXISTING SURVEY SHEETS STRUCTURES PLANS AND DETAILS GREENWAY PLAN AND PROFILE SHEETS4 TO 7 LIGHTING PLANS AND DETAILS 1C-1 TO 1C-4 GENERAL NOTES AND LIST OF STANDARD DRAWINGS TRANSPORTATION MANAGEMENT PLANS RETAINING WALL PLANS St.Will owSt.HardingSt.SecondE. S e cond E .S t.F irstS t. T ar R i verS t.Th ird E .Fou rth E .St. F ifth S t.E .St.CotancheCir.Reade St.S t.Eig hth Ficklen St.St.EasternLibraryCe ar yCt.Pl azaSt.EvansS t.N in th T en th GreenSt.CSXS t.E. 5TH STE. 4TH STE. 3RD STE. 2ND STE. 1ST STX-1 TO X-10 2A-1 TO 2A-3 L-100 TO L-202 TMP-1 TO TMP-5 W-1 EC-1A TO EC-12 ROW-1 TO ROW-2 E-1 TO E-5 DRAINAGE PROFILES8 UO-1 TO UO-4 S-1 TO S-6 3D-1 DRAINAGE SUMMARY SHEET RIGHT OF WAY SHEETS L-301 TO L-400 LANDSCAPE PLANS AND DETAILS HARDSCAPE PLANS AND DETAILS 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.LIST OF STANDARD DRAWINGSGENERAL NOTES AND1A DESCRIPTIONSTD NO. 200.02 METHOD OF CLEARING - METHOD II 225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL 1101.01 WORK ZONE ADVANCE WARNING SIGNS 1101.02 TEMPORARY LANE CLOSURES 1101.04 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 1110.02 PORTABLE WORK ZONE SIGNS 1130.01 DRUM 1135.01 CONES 1145.01 1150.01 FLAGGING DEVICES 1180.01 SKINNY DRUM SITE NOTES UTILITY NOTES STATIONARY WORK ZONE SIGNS APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2018 ARE THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY TEMPORARY SHOULDER CLOSURES 876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS BARRICADES - TYPE III CONCRETE SIDEWALK848.01 DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWINGS. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE WHERE SPECIFICATIONS AND DRAWINGS. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE SATISFACTION APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT CITY STANDARDS ARE MET. CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. CITY SHALL REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE FOR NEW GENERAL NOTES DEMOLITION NOTES SHEET NOTES GUC UTILITY NOTES 300.01 METHOD OF PIPE INSTALLATION 866.01 CHAIN LINK FENCE - 4', 5' AND 6' HIGH FENCE 1205.01 CONTRACTOR TO GRADE FILL SLOPES AROUND EXISTING MANHOLES TO AVOID PONDING. CONTROL DEVICES) AND NCDOT STANDARDS. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM WHEN CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. ALL RADII DIMENSIONS ARE MEASURED TO EDGE OF PAVEMENT, TO CENTERLINE, 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES LIST OF NCDOT ROADWAY STANDARD DRAWINGS DESCRIPTIONSTD NO. LIST OF CITY OF GREENVILLE STANDARD DRAWINGS STANDARD STEPS615.01 STANDARD MANHOLE FRAME & COVER614.04 STANDARD MANHOLE FRAME & COVER614.03 STANDARD CATCH BASIN ASSEMBLY FRAME, HOOD & GRATE614.01 BRICK JUNCTION BOX WITH MANHOLE613.01 STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE)610.02 STANDARD CATCH BASIN AND MANHOLE NOTES610.01 MINIMUM PARKING STANDARDS430.02 MINIMUM PARKING STANDARDS430.01 STANDARD DETAIL CURB RAMP413.03 STANDARD DETAIL CURB RAMP PLACEMENT413.02 STANDARD CROSSWALK AND CURB RAMP NOTES413.01 CONCRETE VALLEY GUTTER411.05 STANDARD CATCH BASIN FRAME 2'-0" IN CURB AND GUTTER411.03 STANDARD CURB & GUTTER411.01 OTHER NOTES COORDINATE WITH THE ECU FACILITIES SERVICE CENTER (252-328-6776) AS NEEDED. PAVEMENT MARKINGS - LINE TYPES AND OFFSETS HEREBY ARE CONSIDERED A PART OF THESE PLANS: STANDARD DESIGN AND DETAILS", ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE THE FOLLOWING STANDARDS AS APPEAR IN THE LATEST CITY OF GREENVILLE "MANUAL OF BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND ELEVATION OF EXISTING UTILITIES LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE SEWER UTILITIES. UTILITIES COMMISSION FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY AND GREENVILLE AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADE LINE: OTHERWISE NOTED. ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, DATED 2018 UNLESS MULTI-USE PATH AND BOARDWALKS. ALL CONSTRUCTION SHALL BE IN THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WIDE STATEMENT OF CONSTRUCTION 2018 SPECIFICATIONS CITY REPRESENTATIVES PRIOR TO TREE CLEARING. CONTRACTOR AND CLEARING CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED. PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE CITY PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH ALIGNMENT AND REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES ON SHEET EC-1 FOR TREE TREE PRESERVATION: SURVEYS HAVE BEEN PROVIDED BY RIVERS & ASSOCIATES, INC. EXISTING SURVEYS: SHALL CONFORM TO NCDOT 2018 STANDARD DRAWINGS FOR TRAFFIC CONTROL. INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE TRAFFIC CONTROL: ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES. BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED EROSION CONTROL: ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE. PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY SAFETY: INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI-USE PATH. CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT IN PLANS. ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05, 848.06 AND DETAILS SHOWN CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT CURB RAMPS EXCEPT AS SHOWN ON THE PLANS. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, MCNC/SEGRA EAST CAROLINA UNIVERSITY (ECU) CENTURYLINK GREENVILLE UTILITIES COMMISSION (GUC) UTILITY OWNERS ON THIS PROJECT ARE: UTILITIES: THE TYPICAL SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS. SUPERELEVATION: BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED CLEARING: OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE ENGINEER. ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT PERMISSION OF THE OWNER. CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS RECORD KEEPING. GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD. TRAFFIC CONTROL FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY REMAIN IN PLACE DURING CONSTRUCTION. OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL APPROVED BY THE CITY OF GREENVILLE. THE CONTRACTOR IS RESPONSIBLE FOR IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED THE BEST AVAILABLE RECORD DRAWINGS. ARE BASED ON A FIELD SURVEY PERFORMED BY RIVERS & ASSOCIATES, INC. AND EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION LIMITS SHOWN. ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD THERMOPLASTIC PAVEMENT MARKINGS. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO MULCH, AND STOCKPILED FOR FUTURE USE. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN. PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION THAT ARE TO REMAIN, SHALL BE RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR. REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REQUIREMENTS ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE CITY AND/OR NCDOT. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING TRAVEL PATTERNS ON THE CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO STARTING WORK. TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED. ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL." EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT LOCAL UTILITIES THAT PROVIDE AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1-800-632-4949 OR 811) HANDLE THE FLOW REQUIREMENTS PER THE PLANS AND AS APPROVED BY GUC AND/OR ENGINEER. THE REQUIREMENTS (INCLUDING FLOW AND REDUNDANCY) OF THE PLANS AND SPECIFICATIONS. PUMPS SHALL BE SIZED TO TO ANY MODIFICATIONS TO THE EXISTING SANITARY SEWER. THE CONTRACTOR SHALL PROVIDE A BYPASS PUMPING MEETING A BYPASS PUMPING PLAN SHALL BE PROVIDED TO THE ENGINEER AND GUC PERSONNEL FOR REVIEW AND APPROVIAL PRIOR ACCEPTABLE TO GUC. EXISTING WATER AND/OR SEWER LINES ENCOUNTERED DURING CONSTRUCTION MUST BE SUPPORTED IN A MANNER CAROLINA DIVISION OF WATER QUALITY DUE TO SEWER SPILLS OR OVERFLOWS. FOR ANY DAMAGES INCURRED TO THE SANITARY SEWER SYSTEM AND ANY FINES IMPOSED BY THE STATE OF NORTH SITES ARE TO BE KEPT CLEAR AND ACCESSIBLE TO GUC PERSONNEL AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE SURFACE WATER OR DEBRIS TO ENTER THE SANITARY SEWER SYSTERM. EXISTING MANHOLES LOCATED IN CONSTRUCTION TAKING PLACE IN THE VICINITY OF ANY EXISTING SEWER LINES OR MANHOLES SHALL NOT CAUSE ANY INFLOW OF ALLOWED TO ENTER THE SANITARY SEWER SYSTEM DURING FLUSHING OPERATION OR AT ANY OTHER TIME. CONSTRUCTION FENCE POST AND ORANGE TREE PROTECTION FENCING. WATER, STONE, DIRT, OR ANY OTHER DEBRIS SHALL NOT BE CONSTRUCTION IS TO BEGIN ON THE SITE, CONTRACTOR SHALL PROTECT ALL EXISTING SEWER MANHOLES WITH IRON SECURED WITH STEEL CABLE. PLUG SHALL REMAIN IN PLACE UNTIL ACCEPTANCE OF LINES BY GUC. BEFORE ANY MANHOLE UPSTREAM FROM THE POINT OF CONNECTION. PLUG SHALL BE PLACED IN THE OUTLET CONNECTION AND SEWER STATEMENT - SEWER LINES UNDER CONSTUCTION SHALL BE PLUGGED WITH A MECHANICAL PLUG AT THE FIRST ANY WATER OR SEWER UTILITY CONSTRUCTION. PRECONSTRUCTION CONFERENCE - A PRECONSTRUCTION CONFERENCE WITH THE GUC IS REQUIRED BEFORE BEGINNING REGULATIONS AND MANUAL FOR THE CONSTRUCTION OF WATER AND WASTEWATER SYSTEMS, LATEST VERSION. STANDARDS AND SPECIFICATIONS - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH GUC SANITARY SEWER MAINTAIN 36" MIN COVER OVER ALL EXISTING SANITARY SEWER LINES. 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CONVENTIONAL SYMBOLSGREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.*S.U.E. = Subsurface Utility Engineering Note: Not to Scale CONVENTIONAL PLAN SHEET SYMBOLS Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Pavement Removal Baseline Control Point RIGHT OF WAY: Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access Proposed Control of Access Proposed Right of Way Line C F Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Utility Easement HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ;zvW K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal U/G Telephone Cable Hand Hole R }Tp Q l ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower WATER: Water Manhole Water Meter Water Valve Water Hydrant 4 I H a TV: TV Pedestal TV Tower U/G TV Cable Hand Hole | I ] GAS: Gas Valve Gas Meter n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box CONC CONC WW vvDrainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW WLB EIP BECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Abandoned According to Utility Records WLB EAB EPB R W R W R W C A TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed Permanent Easement with Iron Pin and Cap Marker Proposed Temporary Utility Easement TUE Iron Pin and Cap Marker Proposed Right of Way Line with DUEProposed Permanent Drainage / Utility Easement AUEProposed Aerial Utility Easement CRProposed Curb Ramp Underground Storage Tank, Approx. Loc. Geoenvironmental Boring Concrete or Granite R/W Marker Proposed Right of Way Line with C A Concrete C/A Marker Proposed Control of Access Line with HPBExisting Historic Property Boundary U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) P U/G Telephone Cable LOS B (S.U.E.*) U/G Telephone Cable LOS C (S.U.E.*) U/G Telephone Cable LOS D (S.U.E.*) T U/G Telephone Conduit LOS B (S.U.E.*) U/G Telephone Conduit LOS C (S.U.E.*) U/G Telephone Conduit LOS D (S.U.E.*) TC U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Fiber Optics Cable LOS C (S.U.E.*) U/G Fiber Optics Cable LOS D (S.U.E.*) T FO U/G Water Line LOS B (S.U.E*) U/G Water Line LOS C (S.U.E*) U/G Water Line LOS D (S.U.E*) W U/G TV Cable LOS B (S.U.E.*) U/G TV Cable LOS C (S.U.E.*) U/G TV Cable LOS D (S.U.E.*) TV U/G Fiber Optic Cable LOS B (S.U.E.*) U/G Fiber Optic Cable LOS C (S.U.E.*) U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO U/G Gas Line LOS B (S.U.E.*) U/G Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) G SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) SS Forced Main Line LOS D (S.U.E.*) FSS Utility Unknown U/G Line LOS B (S.U.E.*) UST Contaminated Site: Known or Potential Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Proposed Mast Arm Light Proposed Street Light Level A Test Holes Symbol 1B State Line Proposed Pedestrian Light 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 1C-1MATCHLINE E 4TH STREET (SEE SHEET 1C-2)SCB S S S T P T S CB 18" RCPSTRANSFORMERP P S 24" RCP S SBOLLARDHH9' CONC 30" C&G 24" C&GHH63" CONCHHHH30" C&GHHHHHHHH30" C&GHH30" C&G 30" C&G 60" CONC CONC30" C&G E 5TH ST BSTHHCONCHHR IPRAP6" CONC CURB30" C&G30" C&GCONCCONC 24" RCP W/ F E S 18" R C P W /FES24" C&G24" C&GHHHH24" C&G CONC24" C&G HH24" C&G CO N C 24" C&G HHCONC30" C&G30" C&GHHHH10' CONC10' CONCRAMPHCREADE CIR BST READE ST BST E 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREET8"C.I. WL (GUC)12"A.C. WL (GUC)S SSS 4" PLASTIC GL (GUC)E-DUCT (ECU)E-DUCT (GUC)E-DUCT (GUC)SL-TV(DUCT)(FO)ECU E-DUCT6"C.I. W (GUC)6"C.I. W (GUC)16" DIP WL (GUC)6" DIP WL (GUC) SS SSLP PWR WV TS COMM WV MHSS LP PWR S CB LP S MHSD CB CB S WV TS MHPWRICV RAMP HCRAMP HC CB CB WM WM BOX HOT ICV 60" OAK CALL BOX EMERGENCY 32" OAK 12" OAK 40" OAK CONC CONC CONC PAD MHSS MHSS MHSS ICV MHSD L/A PWR TEL ICV CONC PADS LP VENT PIPE MHSS & LP EL. 44.36 (NAVD88) TBM LAG IN POLE (#2189) 9" BP 14" ORN P.N. 25976 M.B. 27 PG. 159 D.B. 3755 PG. 483 ALEXIS ROXANNE THONEN N/F P.N. N/A U.O.B. 1 PG. 15A CONDOMINIUMS REGENCY HOUSE N/F PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) MHSD 18" OAK LP TEL PWR LP S PWR TEL PWR MHPWR WV TS EIP WM WM 12" DW BST P309 CALL BOX EMERGENCY BST CONC PAD BST FOV ELEC VAULT 60" OAK LP ICV L/A 52" OAK P.N. 29291 M.B. 15 PG. 53 M.B. 25 PG. 175 M.B. 27 PG. 159 D.B. A40 PG. 186 D.B. U 47 PG. 511 STATE OF NORTH CAROLINA N/F LP PWR FOV POLE CAMERA S PWR ICV VAULT UTILITY PP PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) CO PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) MHSD LP FOV ECON PWR COMM 30" ORN LP L/A LP CB TEL S S TSP RAMP HC TMH WV RAMP HC WMWV LP TEL MHPWR WV MHSD MHSS MHSD CB WV WV MHPWR TMH RAMP HC MHSD RAMP HC TSP FO CAB ELEC & CLUSTER CM CLUSTER CM FOM TSB PWR S DI EIPEXISTING R/WEXISTING R/WEXISTING R/WR/WEXISTINGP327 P310 18" RCP15" RCP18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 1C-2MATCHLINE E 4TH STREET (SEE SHEET 1C-1)MATCHLINE -G3- STA 18+50 (SEE SHEET 1C-3) P CONC WALKS L/ABOLLARD P T SBOLLARDCONCCONC30" C&G30" C&G24" C&G 24" C&G 24" C&GBST24" C&G2 4" C&G2 4" C&G24" C&G 24" C&GCONCCONCHHHHE 4TH ST BSTE 3RD ST BSTBOLLARD WALK CONC SSECU (DUCT )(FO ) E -DUCT (ECU )ECU (DUCT)(FO)E-DUCT (ECU)E-DUCT (ECU)ECU (DUCT)(FO) ECU (FO)(DUCT) E-DUCT (ECU)E-DUCT (ECU)E-DUCT (GUC)CL T-DUCTECU E-DUCT ECU (DUCT)(FO)(M.B. 20 PG. 66)(60' PUBLIC R/W; B/B VARIES)E. 3RD STREET12" ORN 14" ORN 12" ORN L/A EL. 34.84 (NAVD88) TBM TOP OF HYD. (#1862) PERMANENT DRAINAGE EASEMENT & CULVERT CONC HW (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215) S CONC P313 CONC PAD FOV FOV WV FH WV BST BST BST P.N. 29290 M.B. 15 PG. 52 M.B. 20 PG. 70 D.B. K38 PG. 712 D.B. A40 PG. 186 STATE OF NORTH CAROLINA N/F BST MHPWR LP L/A 18" ORN S MHSS BST LP (M.B. 20 PG. 66) 18" OAK 12" OAK CONC BASE L/A LP PWR COMM L/A 30" OAK CONC BASE LP L/A 21" OAK 21" OAK 24" OAK CB MHSD 12" ORN LIGHTING CAB. 12" ORN LP 12" ORN TMH MHPWR 12" ORN VAULTS WATER LP WV WV WV MHSS LP PAD CONC S 18" ORN MHSD TRANSFORMER LIGHTING CAB CONC PAD MHSD EIR EASEMENT 20' SANITARY SEWER EXISTING R/WEXISTING R/WEXISTING R/WL/A INVERT UNKNOWN CAMERA SECURITY(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 1C-3 MATCHLINE -G3- STA 18+50 (SEE SHEET 1C-2)MATCHLINE -G3- STA 23+00 (SEE SHEET 1C-4)S S CBCBCBCBSP 72" CHL 72" CHL & CULVERT CONC HW & CULVERT CONC HW GVR IPR A PR IPRA P RIPRAPCONCCONC HH20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66)8"D.I.P WL (GUC)3/4" PLASTIC GL (GUC)2" PLASTIC GL (GUC)E-DUCT (GUC)E-DUCT (EMPTY) (GUC)100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 P.N. 16488 D.B. 936 PG. 698 G. MONTAQUILA ROBERT T. MONTAQUILA AND WIFE, LUCY N/F PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) MHSD MHSS P.N. 26996 M.B. 27 PG. 168 M.B. 20 PG. 69 D.B. 3484 PG. 240 CAROLINA TRUSTEES EPISCOPAL DIOCESE OF EAST N/F P314 PWR LP MHPWR MHSD TRANSFORMER RIPRAP 15" GUM 42" SYC P.N. 26144 D.B. 3606 PG. 780 BROWN & BROWN OF CAROLINA, LLC N/F M.B. 22 PG. 85 SECOND STREET APARTMENTS P.N. 26145 D.B. 2296 PG. 41 ERIC PAYNE N/F HVAC 1SBKDUPLEX HVAC MHSS MHSD RIPRAPRIPRAP 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66)EXISTING R/WMHSS EIP EIP 36" PECANEXISTING R/WNOT VISIBLE END OF PIPE P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 1C-4MATCHLINE -G3- STA 23+00 (SEE SHEET 1C-3)18" RCPWVSS P 15" HDPE15" CMP8" LST24" HDPE72" CHL 7 2" CHLCB CBCONC HEAD WALLRI PRAP30" C&G30" C&G24" C&G 24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)SS 3/4" PLASTI C GL (GUC)GUC E-DUCT100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 24" SYC 14" ELM 15" PECAN 30" ELM 12" TWIN ELM 24" TWIN ELM 12" HICKORY M.B. 22 PG. 85 SECOND STREET APARTMENTS 15" HICKORY MHSS MHSS 14" SYC 15" TWIN BEECH 8' DRAINAGE EASEMENT (M.B. 22 PG. 85) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EIP EIP P322 CONC U/C MHSS CONC P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F FROM FEMA FIRM EFFECTIVE JULY 7, 2014 100 AND 500 YEAR FLOOD BOUNDARY SCALED 14" HICKORY 20" ELM 12" TWIN GUM 21" SYC RIPRAP RIPRAP 30" TWIN ELM 15" ELM 12" HICKORY 21" SYC 12" ELM 27" TRIPLE SYC 18" HICKORY 12" GUM14" GUM12" GUM 14" GUM 12" SYC 20" TWIN SYC 24" GUM RIP R AP ABAND POLE 12" ELM MHPWR SB 1SBKDUPLEX 12" HICKORY 12" ELM 24" ELM 21" PECAN PP/LP EL. 34.57 (NAVD88) TBM LAG IN POLE (#2188) 42" HICKORY P.N. 21948 M.B. 15 PG. 89 D.B. 3867 PG. 838 D.B. 3317 PG. 37 THE DEVELOPMENT TRUST, LLC N/F CONC EIP P.N. 85999 M.B. 15 PG. 89 D.B. 3866 PG. 429 THE DEVELOPMENT TRUST, LLC N/F 18" GUM 12" GUM 20" HICKORY 15" GUM 18" SYC 20" GUM 24" GUM 12" TWIN GUM 32" OAK M.B. 1 PG. 131 LANG PROPERTY 36" OAK 12" HICKORY HICKORY 15" TRIPLE 15" TWIN HICKORY 20" HICKORY HVAC P.N. 04585 D.B. 3324 PG. 247 JIM BLOUNT PROPERTIES, LLC N/F1SFDUPLEX GRAVEL SAT MHSS MHSDEXISTING R/WEXISTING R/WLP P.N. 23797 M.B. 84 PG. 37 D.B. 3785 PG. 116 CITY OF GREENVILLE N/F LPM.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_typ.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, TYPICAL SECTIONS90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.TYPICAL SECTION NO. 1 THIS LINE GRADE TO 0.02 S 10'2' GROUND EXISTING 3:1 CL POINT GRADE 2' 1 NOTE SEE EXIST CURB EXIST RETAIN 2' U R1 D1 EXISTING PAVEMENTU PAVEMENT SCHEDULE E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.OC, S AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS PROPOSED APPROX 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROPOSED APPROX 4" ASPHALT CONCRETE BASE COURSE TYPE B25.0C, PROPOSED 2'-0" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE PATH GROUND EXISTING 3:1 D1 E1 R1 6" 2' 2A-1MATCHLINE CTYPICAL SECTION NO. 1A TYPICAL SECTION NO. 1BMATCHLINE B-G1-, -G3- (TOWN COMMON CONNECTOR GREENWAY) THIS LINE GRADE TO 0.02 S 10'2' GROUND EXISTING 3:1CL POINT GRADE 2' 1 NOTE SEE GROUND EXISTING 3:1D1 E1 R1 6" 2' TYPICAL SECTION NO. 2B TYPICAL SECTION NO. 2 -G2- (TOWN COMMON CONNECTOR GREENWAY)MATCHLINE ATYPICAL SECTION NO. 2AMATCHLINE BMATCHLINE BRAILING 0.020.08 0.080.02 TYPICAL SECTION NO. 3 10' CL -G3- (TOWN COMMON CONNECTOR GREENWAY) POINT GRADE SEE STRUCTURES PLANS 10' WIDE BOARDWALK -G1- STA 10+79.37 TO STA 11+62.14MATCHLINE A OR C-G3- STA 23+39.97 TO STA 24+21.21 -G1- STA 10+17.00 TO STA 10+79.37 -G3- STA 27+10.97 TO STA 27+31.28 -G3- STA 19+84.56 TO STA 25+17.60 -G1- STA 10+17.00 TO STA 11+62.14 -G3- STA 25+17.60 TO STA 27+10.97 -G2- STA 13+50.00 TO STA 17+08.46 -G2- STA 13+91.72 TO STA 16+82.09 -G2- STA 13+83.00 TO STA 14+50.00 C1 C1 C1 TYPICAL SECTION NO. 1C -G3- STA 23+20.00 TO STA 24+25.00 0.08 2' 3:1 GROUND EXISTING MATCHLINE DT EARTH MATERIAL MIN 1' MIN 1' GROUND EXISTING1:1 1:1 T T DRAINAGE TOWARD C&G IN PARKING LOT PAVEMENT 6. INSTALL 2'-0" C&G FLUSH TO CONCRETE PATH. ENSURE POSITIVE 5. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 4. SEE CROSS-SECTIONS FOR CROSS-SLOPES AND CUT AND FILL SLOPES. 3. SEE PLANS FOR RETAINING WALL LOCATIONS. PAVEMENT TO PROVIDE 1' MINIMUM WIDTH OF FULL DEPTH PAVEMENT. 2. ADJACENT TO PROPOSED CURB, SAWCUT AND REMOVE EXIST ASPHALT 1. SEE PLANS FOR SPECIFIC PATH LOCATIONS. NOTES: SEE NOTES 2 & 6 SEE NOTES 2 & 6 VAR 2'-32.72' SHEET W-1 ENVELOPE SEE RETAINING WALL HEIGHT VARIES 0.02MATCHLINE A, OR DMATCHLINE BS 5'MATCHLINE A5' S 0.02 0.02 SEE DETAIL 2, SHEET L-201 PEDESTRIAN RAILING 3 NOTE SEE 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_typ.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.1' - 6'' 2 CONNECTION AT HANDHOLE TYPICAL STREET LIGHT CONDUIT PROPOSED 2-2" PVC CONDUIT KIMLEY-HORN AND ASSOCIATES, INC. (OR APPROVED EQUAL) QUAZITE COVER: PG1324BA18 QUAZITE BOX: PG1324HA0017 PROPOSED HANDHOLE KIMLEY-HORN 1 CURB RAMP DETAILS CONCRETE MULTI-USE PATH CURB RAMP NCDOT PROPOSED 10' MULTI-USE PATH 2A-2 MISCELLANEOUS DETAILSDD DD CL BOLLARD HINGED 3.0'DDMIN.DHI-VISIBILITY YELLOW STEEL BOX PAINT 2"x4"x1/4" CHANNEL DDDFOR ANCHOR BOLTS …" STEEL BASE PLATE-DRILLED DBOLTS-D. 12" …" DIA ANCHORD CONCRETE FOOTING CAST IN PLACE DDDDDD2"D1"D2"D1"D D D DD2"DD2"4"2"2"DD•" 2"1" D 2"2" 2•" 1'1' BOLLARD DESIGN AS APPROVED BY THE CITY. * CONTRACTOR MAY PROVIDE ALTERNATE BOLLARD HINGED BOLLARD* NO SCALE 1" DIA STEEL ROD HINGE PIN HOLE, DRILLED FOR PADLOCK HASP ƒ" DIA STEEL ROD LOCKING LUG WELDED CAP 2"D2'-6"TREATED WOOD BOLLARD FINISHED GRADE 6"18"6"18"6"REFLECTOR, 2 PER BOLLARD 2"x4" RED RECTANGULAR METAL CONCRETE FOOTING @ 3600 PSI 6" OF #5 WASHED STONE3'-0"SUBGRADE CHROMATED COPPER ARSENATE @ NET RETENTION ALL WOOD SHALL BE PRESSURE TREATED WITH OF 0.40 LBS/C.F. WOOD SHALL BE DRIED 1. AFTER TREATMENT. NOTES 1" SLOPE JOB NO. STD. NO. SHEET OF REVISIONS DATE: SCALE: BOLLARD DETAIL NTS GREENVILLE RECREATION PARK AND RECREATION 1 1 PERMANENT WOOD 10.05P MAY, 2009DATE: 6"X6"X5.5' PRESSURE D BY PEDESTRIAN RAILING OR FENCING. WILL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS IS PREVENTED 4. REFER TO PLANS FOR LOCATIONS OF WOOD BOLLARDS. WOOD BOLLARDS 3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR. OF 5 FEET. 2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM 1. BOLLARD POSTS AT INTERSECTIONS TO BE REFLECTORIZED. BOLLARD NOTES: TYPICAL BOLLARD PLACEMENT AT ENTRANCE 5'5'1'1' OR STEEL BOLLARD (YELLOW PINE) BOLLARD WOOD BOLLARD WOOD WOOD BOLLARD #848.05/#848.06 (CURB RAMP) APPLY. ALL REQUIREMENTS OF NCDOT STANDARD DRAWING TRANSITION 5' CURB 10' DROP CURB TRANSITION 5' CURB 10' SCORED CONTRACTION JOINT 2% MAX 8.33% 2% 2% CONCRETE PATH MULTI-USE CONCRETE PATH MULTI-USE CONCRETE PATH MULTI-USE RAMP CURB CONC. SEE NOTE 2 TO EXISTING CURB AND GUTTER TIE PROPOSED CURB RAMP CURB AND RAMP TRANSITION TAPER FOR EXPANSION JOINT EXPANSION JOINT "CONCRETE MULTI-USE PATH CURB RAMP" PRICE PER EACH: 3. CONCRETE MULTI-USE PATH CURB RAMPS WILL BE PAID FOR AT THE CONTRACT UNIT ON THE PLANS. 2. DETECTABLE DOMES SHALL ONLY BE PROVIDED ON CURB RAMPS AS SHOWN AND NOTED AND A 70% CONTRASTING COLOR TO THE SIDEWALK. 1. CONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES WITH SLIP RESISTANCE NOTES: 3 BOLLARD DETAILS 4' M IN 4' MINR=1' (TYP) 1 10' MULT I -USE PATH 10'(TYP ) 10'(TYP) 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. PAVEMENT MARKING NOTES: T11 - THERMOPLASTIC (4" YELLOW, 90 MILS) YELLOW SINGLE CENTER PAVEMENT MARKING LINES & SYMBOLS: PAVEMENT MARKINGS DETAIL TYPICAL BOLLARD 10' T11 3'2'FINISHED GRADEDDAA SECTION A-A MULTI-USE PATHMULTI-USE PATH DEPRESSED 2'-6" CURB & GUTTER DETECTABLE WARNING SURFACE (TYP) 1/2" EXPANSION JOINT (TYP) 2 1 3 6"W X 12"D CONCRETE CURB 1/2" EXPANSION JOINT (TYP) 1/2" EXPANSION JOINT (TYP) DEPRESSED 2'-6" CURB & GUTTER SURFACE (TYP) DETECTABLE WARNING CONCRETE CURB 6"W X 12"D JOINT (TYP) 1/2" EXPANSION JOINT (TYP) 1/2" EXPANSION 2 3 1 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_typ.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.1.5:1 (H:V) OR FLATTER CUT SLOPE IF NECCESSARY* 5' OVERLAP MIN FOR ROCK PLATING GEOTEXTILE 2' EXISTING GROUND 0.02 EXISTING GROUND (TOP OF SLOPE) SLOPE STAKE POINT CONSTRUCTION LIMIT * SEE GEOTEXTILE OVERLAP DETAIL 1' THICK CLASS B RIP RAP 3 ROCK PLATING FOR STRUCTURES EXCAVATION KIMLEY-HORN NOTES: 2A-3 MISCELLANEOUS DETAILSN O T E 3 S E E TIMBER BOARDWALK 3. ENSURE ROCK PLATING IS AT LEAST 6" FREE AND CLEAR FROM TIMBER BOARDWALK CAP BEAMS/PEDESTRIAN RAIL 2. FOR STANDARD ROCK PLATING, SEE SECTION 275 OF THE STANDARD SPECIFICATIONS. 1. SEE ROADWAY PLANS FOR ROCK PLATING LOCATIONS. SLOPE STAKE POINT SEE SHEET S-2 ELEVATION EXCAVATION STRUCTURES CB P S CB 18" RCPSTRANSFORMERS 24" RCP S BOLLARD63" CONCHHHH30" C&GHHHHHHHH30" C&GHHE 5TH ST BSTCONCHHR IPRAP6" CONC CURB30" C&G30" C&GCONCCONC 24" RCP W/ F E S 18" R C P W /FES24" C&G24" C&GHHHH24" C&G CONC24" C&G HH24" C&G C O N C 24" C&G HHCONC30" C&G30" C&GHHHH10' CONCRAMPHCE 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREET8"C.I. WL (GUC)S SSS 4" PLASTIC GL (GUC)E-DUCT (ECU)SL-TV(DUCT)(FO)ECU E-DUCT6"C.I. W (GUC)16" DIP WL (GUC)6" DIP WL (GUC) SS SSLP PWR WV TS COMM WV MHSS LP PWR S CB LP S MHSD CB CB S TS MHPWRICV RAMP HCRAMP HC CB CB WM WM BOX HOT ICV 60" OAK CALL BOX EMERGENCY 32" OAK 12" OAK 40" OAK CONC CONC CONC PAD MHSS MHSS MHSS ICV MHSD L/A PWR TEL ICV CONC PADS LP VENT PIPE MHSS & LP EL. 44.36 (NAVD88) TBM LAG IN POLE (#2189) 9" BP 14" ORN PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) 18" OAK LP TEL PWR LP S PWR TEL PWR MHPWR WV TS WM WM 12" DW BST CALL BOX EMERGENCY BST CONC PAD BST FOV ELEC VAULT 60" OAK LP ICV L/A 52" OAK P.N. 29291 M.B. 15 PG. 53 M.B. 25 PG. 175 M.B. 27 PG. 159 D.B. A40 PG. 186 D.B. U 47 PG. 511 STATE OF NORTH CAROLINA N/F LP PWR FOV POLE CAMERA S PWR ICV VAULT UTILITY PP PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) CO PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) MHSD LP FOV ECON PWR COMM DIEXISTING R/W18" RCP15" RCP18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET1 -G1-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_4.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ 010 20 90% PLANS 05-14-2021 VERT 0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011 40 25 30 35 45 50 55 4 60 40 25 30 35 45 50 55 60 10 11 12 TRANSITION TO MATCH EXIST WHERE APPLICABLE TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1 ADJUSTMENT OF VALVE OR METER BOX ADJUSTMENT OF MANHOLE 2 3 4 NOTES: AND ADA COMPLIANCE TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE 20 20 5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK -G1-MATCHLINE E 4TH STREET (SEE SHEET 5)T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL) T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL) T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE PAVEMENT MARKING LINES & SYMBOLS: DIRECTED BY CITY. 6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE GREENVILLE TO USE AT THEIR DISCRETION. 5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF 4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED. WITH PROPOSED. 3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. SIGNING AND PAVEMENT MARKING NOTES: PI = 10+38.00 EL = 44.63' (+)5.3810% VC = 30' TIE TO EXIST ELEV = 43.50' -G1- STA 10+17.00 BEGIN GRADE GRADE PROPOSED GROUND EXISTING TIE TO EXIST ELEV = 46.71' -G1- STA 11+62.14 END GRADE PI = 11+44.00 EL = 47.46' (+)2.6698% (- )4 .1345% VC = 35' -G1- CR -G1- POT Sta. 10+00.00 -G1- PC Sta. 10+25.82 -G1- PT Sta. 10+48.66 -G1- PC Sta. 10+58.65 -G1- PT Sta. 10+79.37 -G1- PC Sta. 11+00.97 -G1- PT Sta. 11+48.42 -G1- PI Sta. 11+67.00 -G1- PRC Sta. 11+23.79 D PI Sta 10+69.03 L = 20.72' T = 10.38' R = 150.00' D PI Sta 10+37.44 L = 22.85' T = 11.63' R = 50.00' D PI Sta 11+12.39 L = 22.81' T = 11.42' R = 200.00' D PI Sta 11+36.16 L = 24.63' T = 12.38' R = 100.00' -G1- 10 4' R 17' R -G1- BEGIN CONSTRUCTION -G1- STA. 10+17.00 GREENWAY TOWN COMMON CONNECTOR BEGIN PROJECT G 2 ' C&G OAK TREE DO NOT DISTURB OAK TREE DO NOT DISTURB OAK TREE DO NOT DISTURB 2 1 +48.6602+40023.3:1 2 RETAIN EXIST PAVEMENT MARKINGS THE ADDITION OF PARKING BUMPERS TO "COMPACT" PARKING SPACES WITH PARKING SPACES TO BE CONVERTED + 17 E XIS T DO NOT DISTURB POLE E 4TH STE 5TH ST5 5 5 1 CR 2 OAK TREE DISTURB DO NOT -G1- STA 10+79.37 REMOVE EXIST C&G BEGIN 2' C&G -G1- STA 11+62.14 REMOVE EXIST C&G END 2' C&G CONCRETE PATH REMOVE EXIST ON BACK OF CURB MULTI-USE PATH 10'-WIDE CONCRETE 20'R POWER HANDHOLE DO NOT DISTURB PARKING CURB (TYP) 6' PRECAST CONCRETE T62 TYP 2 .3'TYP 17.5' R -G2- POT Sta. 13+00.00 (50.00' RT) -G1- POT Sta. 11+73.53 = F F F S L/ABOLLARD P T SBOLLARDCONCCONC30" C&G24" C&G 24" C&GBST24" C&G2 4" C&G2 4" C&G24" C&G 24" C&GCONCCONCHHHHE 4TH ST BSTE 3RD ST BSTBOLLARD WALK CONC SSSSECU (DUCT ) (FO ) E -DUCT (ECU )ECU (DUCT)(FO)E-DUCT (ECU)E-DUCT (ECU)ECU (DUCT)(FO) ECU (FO)(DUCT) E-DUCT (ECU)E-DUCT (ECU)E-DUCT (GUC)CL T-DUCTECU E-DUCT ECU (DUCT)(FO)(M.B. 20 PG. 66)(60' PUBLIC R/W; B/B VARIES)E. 3RD STREET12" ORN 14" ORN 12" ORN L/A EL. 34.84 (NAVD88) TBM TOP OF HYD. (#1862) PERMANENT DRAINAGE EASEMENT & CULVERT CONC HW (D.B. 3564 PG. 215 & M.B. 80 PG. 63) (M.B. 80 PG. 63)PERMANENT UTILITY EASEMENT PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) S CONC CONC PAD FOV FOV WV FH WV BST BST BST P.N. 29290 M.B. 15 PG. 52 M.B. 20 PG. 70 D.B. K38 PG. 712 D.B. A40 PG. 186 STATE OF NORTH CAROLINA N/F MHSS BST MHSS BST LP (M.B. 20 PG. 66) 18" OAK 12" OAK CONC BASE L/A LP PWR COMM L/A 30" OAK CONC BASE LP L/A 21" OAK 21" OAK 24" OAK CB MHSD 12" ORN LIGHTING CAB. 12" ORN LP 12" ORN TMH MHPWR 12" ORN VAULTS WATER LP WV WV WV MHSS LP PAD CONC S 18" ORN MHSD TRANSFORMER LIGHTING CAB CONC PAD MHSD EIR 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EASEMENT 20' SANITARY SEWER EXISTING R/WEXISTING R/WEXISTING R/WNOT VISIBLE END OF PIPE L/A INVERT UNKNOWN CAMERA SECURITY(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET2 -G2--G3--G2-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_5.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ 010 20 90% PLANS 05-14-2021 VERT 0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83 14 15 16 17 40 45 50 55 60 35 30 25 40 45 50 55 60 35 30 25 513 2020 TRANSITION TO MATCH EXIST WHERE APPLICABLE TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1 ADJUSTMENT OF VALVE OR METER BOX ADJUSTMENT OF MANHOLE 2 3 4 NOTES: AND ADA COMPLIANCE TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE 5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK -G2-ADDITIONAL PIPE PROFILES SEE SHEET 8 FOR MATCHLINE E 4TH STREET (SEE SHEET 4)(SEE SHEET 6) MATCHLINE -G3- STA 18+50 T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL) T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL) T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE PAVEMENT MARKING LINES & SYMBOLS: DIRECTED BY CITY. 6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE GREENVILLE TO USE AT THEIR DISCRETION. 5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF 4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED. WITH PROPOSED. 3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. SIGNING AND PAVEMENT MARKING NOTES: 0501 0502 0503 0504 0505 0506 MH TO JB W/ CONVERT CB 18" RCP EXISTING RETAIN EXIST BOX TIE TO 15" RCP-IV 15" RCP-IV O PI = 14+40.00 EL = 41.20' (-)3 .2667%(-)6.3279% VC = 30' PI = 15+62.00 EL = 33.48'(-)6.3279% (-)0.6964% VC = 40' GRADE PROPOSED GROUND EXISTING TIE TO EXIST ELEV = 44.14' -G2- STA 13+50.00 BEGIN GRADE TIE TO EXIST ELEV = 32.46' -G2- STA 17+08.46 END GRADE RCP @ 5.9% 104 LF OF 15" 0504 CB RCP @ 1.5% 62 LF OF 15" RCP @ 1.2% 48 LF OF 15" 0503 CB0502 CB 0501 CB INV IN: 29.02 PROP 15" RCPINV OUT: 36.47RIM: 39.47COG STD. 610.02PROPOSED CBINV OUT: 30.22INV IN: 30.22RIM: 33.22COG STD. 610.02PROPOSED CBINV OUT: 29.02RIM: 32.02COG STD. 610.02PROPOSED CBINV IN: 28.4INV IN: 29.25RIM: 32.25COG STD. 610.02PROPOSED CBINV OUT: 28.4 PROP 15" RCP RETAIN RETAIN PROPOSED CB PROPOSED CB 15" RCP RETAIN EXISTING PROPOSED CB PROPOSED CB PROPOSED CB 15" RCP-I V 15" RCP-IV 15" RCP-IV CR CR CR15-G2- D PI Sta 13+82.59 L = 87.54' T = 56.16' R = 55.00' D PI Sta 14+64.10 L = 27.68' T = 14.20' R = 50.00' D PI Sta 15+68.26 L = 27.11' T = 13.90' R = 50.00' -G2- PC Sta. 13+26.43 -G2- PT Sta. 14+77.57 -G2- PT Sta. 15+81.47 -G2- PC Sta. 15+54.36 5' R 5' R 5' R 5' R 5' R 5' R 5' R 5' R 6.5' R 6' R 18' R -G2--G3-2' C&G2' C&G 2' C &G2' C&G-G2- STA 13+72 BEGIN 2' C&G 1 2 2 +7502TYP02 2' R 2'-6" C&GCLOSE EXIST DRIVEWAY 2 1 1 DO NOT DISTURB TREES -G2- PI Sta. 17+13.51 GRADE TO DRAIN +08.46EXISTE 3RD ST1 5 1 PROP GAZEBO LOCATIONE 4TH ST5 5 5 55 1 1 1 2 2 2 -W1- PI Sta. 10+26.88 -G2- POT Sta. 17+60.00 -G2- POT Sta. 12+80.00 T1 T1 T1 T1 TO "COMPACT" PARKING SPACE PARKING SPACE TO BE CONVERTED SEE LANDSCAPE PLANS LANDSCAPED ISLAND REMOVE AND REPLACE 2' C &G SEE LANDSCAPE PLANS LANDSCAPED ISLAND REMOVE AND REPLACE SEE LANDSCAPE PLANS FOR PLANTING DETAIL DO NOT DISTURB TREE REMOVE EXIST C&G ON BACK OF PROP C&G MULTI-USE PATH 10'-WIDE CONCRETE T1 REMOVE TREE REMOVE CONCRETE BASE BASE CONCRETE REMOVE T72 T72 T70 T1 -G2- SECURITY CAMERA DO NOT DISTURB CONSULT WITH ECU PRUNE ROOTS AS NECCESSARY DO NOT DISTURB TREE RESTRIPE PARKING TREE TO BE RELOCATED BY ECU LIGHTING CABINET DO NOT DISTURB HANDHOLES DO NOT DISTURB TYP 8.5' TYP 8.5' TYP9'TYP9' TYP TYP 19' TYP 19' TYP TYP 2.3'TYP1 9'TYPTYP2. 3' TYP TYP 2.5'18.5' TYPTYPTYP 18.5' TYP 9' 6' PRECAST CONCRETE PARKING CURB (TYP) PARKING CURB (TYP) 6' PRECAST CONCRETE T62 T62 -G1- POT Sta. 11+73.53 (50.00' RT) -G2- POT Sta. 13+00.00 = -G2- PC Sta. 14+49.89 (7.50' RT) -W1- POT Sta. 10+89.16 = END HANDRAIL END RETAINING WALL #1 -G2- PT Sta. 14+13.97 (7.50' RT) -W1- PI Sta. 10+53.24 = -G2- Sta. 13+83.00 (32.72' RT) -W1- POT Sta. 10+00.00 = BEGIN HANDRAIL BEGIN RETAINING WALL #1 -G2- POT Sta. 17+14.34 (50.00' LT) -G3- POT Sta. 18+00.00 = -G3- POT Sta. 18+21.17 (50.00' RT) -G2- POT Sta. 17+35.51 = -G2- STA 16+93.28 (48.23' LT) END 2' C&G 02 ASPHALT MIN. 1' SAWCUT EXIST ON BACK OF CURB MULTI-USE PATH 10'-WIDE CONCRETE F F F F F F F S CBCBCBCBSP 72" CHL 72" CHL & CULVERT CONC HW & CULVERT CONC HW GVR IPR A PR IPRA P RIPRAPCONCCONC HH20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66)8"D.I.P WL (GUC)3/4" PLASTIC GL (GUC)2" PLASTIC GL (GUC)E-DUCT (GUC)E-DUCT (EMPTY) (GUC)100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 P.N. 16488 D.B. 936 PG. 698 G. MONTAQUILA ROBERT T. MONTAQUILA AND WIFE, LUCY N/F M.B. 22 PG. 85 SECOND STREET APARTMENTS PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) MHSS P314 PWR LP MHPWR MHSD TRANSFORMER RIPRAP 15" GUM 42" SYC P.N. 26144 D.B. 3606 PG. 780 BROWN & BROWN OF CAROLINA, LLC N/F M.B. 22 PG. 85 SECOND STREET APARTMENTS P.N. 26145 D.B. 2296 PG. 41 ERIC PAYNE N/F HVAC 1SBKDUPLEX HVAC MHSS MHSD RIPRAPRIPRAP 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66)EXISTING R/WMHSS EIP EIP 36" PECANEXISTING R/WNOT VISIBLE END OF PIPE P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F 4 3 -G3-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_6.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ 010 20 90% PLANS 05-14-2021 VERT 0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011 20 30 40 10 35 25 15 5 20 30 40 10 35 25 15 5 19 20 21 22 23 6 00 TRANSITION TO MATCH EXIST WHERE APPLICABLE TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1 ADJUSTMENT OF VALVE OR METER BOX ADJUSTMENT OF MANHOLE 2 3 4 NOTES: AND ADA COMPLIANCE TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE 5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK -G3- FROM STA. 20+00 TO STA. 20+70 -G3- RT Flatter3:1 or b=2 Ft. d=1 Ft. Type of Liner= Class 'B' Rip-Rap b DETAIL 1 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 3:1D Flatter3:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 20+70 TO STA. 21+00 -G3- RT DETAIL 2 Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner=Class 'B' Rip-Rap Slope Ditch Front Ground Natural Geotextile MATCHLINE -G3- STA 18+50 (SEE SHEET 5)MATCHLINE -G3- STA 23+00 (SEE SHEET 7)T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL) T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL) T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE PAVEMENT MARKING LINES & SYMBOLS: DIRECTED BY CITY. 6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE GREENVILLE TO USE AT THEIR DISCRETION. 5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF 4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED. WITH PROPOSED. 3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. SIGNING AND PAVEMENT MARKING NOTES: Flatter3:1 or D3:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 21+00 TO STA. 22+00 -G3- RT DETAIL 3 Min. D=1.0 Ft. Ground Natural Slope Ditch Front 0601 PI = 20+00.00 EL = 29.56' (+)2.0078%(-)8.0000% VC = 30' PI = 21+47.00 EL = 17.80'(+)4.9993% VC = 100' GROUND EXISTING GRADE PROPOSED TIE TO EXIST ELEV = 29.25 -G3- STA 19+84.56 BEGIN GRADE ELEV = 19.00' -G3- STA 22+00 DITCH GRADE RT END SPECIAL (+)1.50% (-)2.83% ELEV = 18.35' -G3- STA 20+70 DITCH GRADE RT BEGIN SPECIAL ELEV = 17.50'-G3- STA 21+00 RTAPPROX. EXIST SS LC=16.5' INV. AT 1 @ 18" RCPRETAINRETAIN SEE DETAIL 3 SPECIAL CUT 'V' DITCH EST. 20 S.Y. GFD EST. 9 TONS CL-B RIPRAP SEE DETAIL 2 SPECIAL CUT 'V' DITCH EST. 35 S.Y. GFD EST. 15 TONS CL-B RIPRAP SEE DETAIL 1 TOE PROTECTION RETAIN EST 12 SY GFD EST 4 TONS CLASS I RIP RAP RIP RAP OUTLET PROTECTION INSTALL FLARED END SECTION END SECTION INSTALL FLARED RCP- I V 1 8 " 20D PI Sta 20+22.63 L = 39.50' T = 20.01' R = 100.00' D PI Sta 21+51.18 L = 117.38' T = 61.88' R = 150.00' -G3- -G3- PC Sta. 20+02.62 -G3- PI Sta. 19+79.64 -G3- PT Sta. 22+06.68 -G3- PC Sta. 20+89.30 -G3- PT Sta. 20+42.11 -G3-+1002TYP0272" CHAIN LINK FENCE RESET 57 LF MULTI-USE PATH 10'-WIDE CONCRETE +84.56EXISTE 3RD ST55 5 2 -G2- POT Sta. 17+60.00DO NOT DISTURB TREE 3/2A-2 PER DETAIL BOLLARDS INSTALL RESTRIPE PARKING TO BE PROVIDED BY OTHERS EDUCATIONAL BOARDS CONCRETE PAD 6' X 10' OVERLOOK F F F F F C C C C F F 18" RCPWVSS P 15" HDPE15" CMP8" LST24" HDPE72" CHL 7 2" CHLCB CBCONC HEAD WALLRI PRAP30" C&G30" C&G24" C&G 24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)3/4" PLASTI C GL (GUC) 100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 24" SYC 14" ELM 15" PECAN 30" ELM 12" TWIN ELM 24" TWIN ELM 12" HICKORY M.B. 22 PG. 85 SECOND STREET APARTMENTS 15" HICKORY MHSS MHSS 14" SYC 15" TWIN BEECH 8' DRAINAGE EASEMENT (M.B. 22 PG. 85) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EIP EIP P322 CONC U/C MHSS CONC P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F 14" HICKORY 20" ELM 12" TWIN GUM 21" SYC RIPRAP RIPRAP 30" TWIN ELM 15" ELM 12" HICKORY 21" SYC 12" ELM 27" TRIPLE SYC 18" HICKORY 12" GUM14" GUM12" GUM 14" GUM 12" SYC 20" TWIN SYC 24" GUM RIP R AP 12" ELM MHPWR SB 1SBKDUPLEX 12" HICKORY 12" ELM 24" ELM 21" PECAN PP/LP EL. 34.57 (NAVD88) TBM LAG IN POLE (#2188) 42" HICKORY P.N. 21948 M.B. 15 PG. 89 D.B. 3867 PG. 838 D.B. 3317 PG. 37 THE DEVELOPMENT TRUST, LLC N/F CONC EIP P.N. 85999 M.B. 15 PG. 89 D.B. 3866 PG. 429 THE DEVELOPMENT TRUST, LLC N/F 18" GUM 12" GUM 20" HICKORY 15" GUM 18" SYC 20" GUM 24" GUM 12" TWIN GUM 32" OAK M.B. 1 PG. 131 LANG PROPERTY 36" OAK 12" HICKORY HICKORY 15" TRIPLE 15" TWIN HICKORY 20" HICKORY HVAC P.N. 04585 D.B. 3324 PG. 247 JIM BLOUNT PROPERTIES, LLC N/F1SFDUPLEX GRAVEL SAT MHSS MHSD LP P.N. 23797 M.B. 84 PG. 37 D.B. 3785 PG. 116 CITY OF GREENVILLE N/F M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC 3 5 6 7 8 -G3- -G3-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_7.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ 010 20 90% PLANS 05-14-2021 VERT 0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011 10 24 25 26 27 28 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 7 5 5 23 TRANSITION TO MATCH EXIST WHERE APPLICABLE TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1 ADJUSTMENT OF VALVE OR METER BOX ADJUSTMENT OF MANHOLE 2 3 4 NOTES: AND ADA COMPLIANCE TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE 5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK -G3-3:1D Flatter3:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 25+00 TO STA. 25+24 -G3- RT DETAIL 4 Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner=Class 'B' Rip-Rap Slope Ditch Front Ground Natural GeotextileMATCHLINE -G3- STA 23+00 (SEE SHEET 6)T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL) T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL) T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE PAVEMENT MARKING LINES & SYMBOLS: DIRECTED BY CITY. 6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE GREENVILLE TO USE AT THEIR DISCRETION. 5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF 4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED. WITH PROPOSED. 3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. SIGNING AND PAVEMENT MARKING NOTES: PI = 23+50.00 EL = 27.95' (+)5.0000%(-)0.5000% VC = 30' PI = 23+80.00 EL = 27.80' (+)4.6190% VC = 30' PI = 24+22.00 EL = 29.74'(-)8.0000% VC = 30' PI = 25+02.00 EL = 23.34'(-)8.0000% (+)0.5044% VC = 30' PI = 26+15.00 EL = 23.91' (+)2.1758% TIE TO EXIST ELEV = 26.44' -G3- STA 27+31.28 END GRADE GRADE PROPOSED 12' ELEV = 23.42 -G3- STA 25+17.60 BEGIN BOARDWALK ELEV = 26.00 -G3- STA 27+10.97 END BOARDWALK GROUND EXISTINGELEV = 22.80' -G3- STA 25+00 DITCH GRADE RT BEGIN SPECIAL ELEV = 22.50' -G3- STA 25+17 DITCH GRADE RT END SPECIAL 11.37' TYP 10' TYP 10' TYP 10' ELEV = 22.00' -G3- STA 25+24 DITCH GRADE RT END SPECIAL EXIST SS APPROX. (-)7 .14% (-)1.76%RETAINRETAINSEE DETAIL 4 SPECIAL CUT 'V' DITCH (LAY 18" THICK) EST. 35 S.Y. GFD EST. 17 TONS CL-B RIPRAP PROTECTION ABUTMENT AND DITCH CR CR25D PI Sta 23+80.88 L = 22.93' T = 11.75' R = 42.50' D R = 50.00' T = 23.05' L = 43.19' PI Sta 24+66.68 D PI Sta 25+30.91 L = 25.44' T = 13.31' R = 35.00' D PI Sta 26+52.11 L = 16.60' T = 8.38' R = 50.00' D PI Sta 27+10.27 L = 15.12' T = 7.62' R = 50.00' D PI Sta 27+71.96 L = 71.10' T = 35.56' R = 1,765.20' -G3- -G3- PT Sta. 27+17.77 -G3- PI Sta. 27+36.41 -G3- PC Sta. 26+43.73 -G3- PC Sta. 23+69.13 -G3- PC Sta. 25+17.60 -G3- PT Sta. 24+86.83 -G3- PT Sta. 23+92.06 -G3- PC Sta. 24+43.64 -G3- PC Sta. 27+02.65 -G3- PT Sta. 26+60.33 -G3- PT Sta. 25+89.82 -G3- PT Sta. 25+43.04 -G3- PC Sta. 25+64.97 -G3- -G3- PI Sta 25+77.94 D L = 24.85' T = 12.98' R = 35.00' END CONSTRUCTION -G3- STA. 27+31.28 GREENWAY TOWN COMMON CONNECTOR END PROJECT GTYP02 +1700+9201+6702RETAIN EXIST 72" CHAIN LINK FENCE REMOVE 89 LF 72" CHAIN LINK FENCE RESET 57 LF LINK FENCE GATE REMOVE CHAIN DO NOT DISTURB HICKORY TREE +31.28EXIST3 SEWER EASEMENT MAINTENANCE POSSIBLE ACCESS POINT FOR GUC E 2ND STE 1ST ST5 (SEE STRUCTURES PLANS) -G3- 25+17.60 BEGIN 10' WIDE BOARDWALK -G3- POC Sta. 28+07.51 +10.97001'-6" C&G1'-6" C&G5'R 5'R CR CR 30'30'LANDSCAPED MEDIAN 2 2 2 2 2 10' CR 10' DO NOT DISTURB -G3- POC Sta. 28+30.00 SEE HARDSCAPE PLANS -G3- STA 23+20.00 BEGIN HANDRAIL SEE HARDSCAPE PLANS -G3- STA 24+10.00 END HANDRAIL 3/2A-2 PER DETAIL BOLLARDS INSTALL 3/2A-2 PER DETAIL BOLLARDS INSTALL 3/2A-2 PER DETAIL BOLLARDS INSTALL 3/2A-2 PER DETAIL BOLLARDS INSTALL X-ING TRAIL OF CROSSWALK 100' IN ADVANCE ONE "U" POST 24" X 18" W11-15P 30" X 30" W11-15 &X-INGTRAILOF CROSSWALK 100' IN ADVANCE ONE "U" POST 24" X 18" W11-15P 30" X 30" W11-15 &SLIPERYWHEN WETSLIPERYWHEN WETONE "U" POST 12" X 9" W8-10P 18" X 18" W8-10 & ONE "U" POST 12" X 9" W8-10P 18" X 18" W8-10 & T1 T1 T1 RESTRIPE PARKING (TYP) T1 ONE "U" POST 18" X 18" OM1-3 24" X 30" R4-7 & ONE "U" POST 18" X 18" OM1-3 24" X 30" R4-7 & (SEE STRUCTURES PLANS) -G3- STA 27+10.97 END 10' WIDE BOARDWALK SEE DETAIL 4/2A-3 SEE CROSS SECTIONS -G3- STA 27+05 TO 27+20 WITH ROCK PLATING STABILIZE 1.5:1 SLOPES EXCAVATION FOR BOARDWALK SEE DETAIL 4/2A-3 SEE CROSS SECTIONS -G3- STA 26+00 TO 26+30 WITH ROCK PLATING STABILIZE 1.5:1 SLOPE EXCAVATION FOR BOARDWALK T62 (SEE CROSS SECTIONS) EXISTING EMBANKMENT TIE FILL SLOPE TO TOP OF 1 1 1 1 F F F F C F F F F F C C C C C C 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_8_drn_pfl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS GREENWAY PROJECTTOWN COMMON CONNECTORDRAINAGE PROFILES05-14-2021 90% PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.8 60% PLANS VERT HORIZ 010 20 0 52.5 30 25 35 20 SEE SHEET 5 20 25 30 35 SEE SHEET 5 0502 CB 0506 JB 0503 CB EXIST 15" EXIST 18" 0505 CB 0504 CB RCP @ 2.8% 25 LF OF 15" INV IN: 28.25' 0503 SLOPE 1.20% 15in RC Pipe LENGTH 9.57INV OUT: 34.44'RIM: 33.22EXIST CBINV OUT: 28.25'RIM: 32.25'COG STD. 610.02PROPOSED CBINV IN: 28.4' PROP 15" RCP INV IN": 29.25' PROP 15" RCP INV OUT: 21.09'INV IN: 21.09'RIM: 32.78'COG STD 613.01JB W/ MH COVERCONVERT EX CB TOINV OUT: 29.78'COG STD. 610.02RIM: 32.78PROPOSED CBINV OUT: 29.02'INV IN: 29.02'RIM: 32.02COG STD. 610.02PROPOSED CBINV OUT: 29.02' PROP 15" P S S S SHHHHHHHHHHHHHHHHHHHHHHHHHHHHPERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT P.N. 29291 M.B. 15 PG. 53 M.B. 25 PG. 175 M.B. 27 PG. 159 D.B. A40 PG. 186 D.B. U 47 PG. 511 STATE OF NORTH CAROLINA N/F PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) S P T SHHHHPERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215) S P.N. 29290 M.B. 15 PG. 52 M.B. 20 PG. 70 D.B. K38 PG. 712 D.B. A40 PG. 186 STATE OF NORTH CAROLINA N/F (M.B. 20 PG. 66) EIR EASEMENT 20' SANITARY SEWER 10' LT +00.97 10' LT +23.79 EX R/W +62.36 EX R/W +62.33 10' RT +25.82 10' RT +48.66 10' RT +58.65 10' RT +79.37 10' RT +00.97 10' RT +23.79 10' RT +48.42 EX R/W +62.34 32' LT 12' LT +17 32' LT +31 EX R/W +62 62' LT +57 24' LT +57 12' RT +50 10' RT +17 E 4TH STE 5TH ST27' LT 10' LT +58.65 27' LT 10' LT +79.37 12.78' LT +33.72 10' LT +48.42 1 -G1- 10' LT EX R/W +85 13' LT +57 10' LT +26.43 10' LT +13.97 10' LT +49.89 EX R/W +07 10' LT +77.57 10' LT +54.36 10' LT +81.47 EX R/W +08.16 EX R/W +81.03 EX R/W +82.16 32' RT +03 29' RT +01 15' RT +16 10' RT +15 15' RT +35 13' RT +88 10' RT +54.36 13' RT +68 10' RT +81.47 12' RT +50 11' RT +3010' RT +03.68 10' RT +49 10' LT EX R/W +00 E 3RD ST10' RT +77.57 24' RT 10' RT +49.89 2 -G2--G3--G2-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_row-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 ROW-1 NAD 83/NA 2011MATCHLINE E 4TH STREET (SEE BELOW)MATCHLINE E 4TH STREET (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET ROW-2)RIGHT OF WAY SHEETS18"18" 18"18"O10 15F F F F F F F F F F S S SP HH20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) P.N. 16488 D.B. 936 PG. 698 G. MONTAQUILA ROBERT T. MONTAQUILA AND WIFE, LUCY N/F PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) P.N. 26996 M.B. 27 PG. 168 M.B. 20 PG. 69 D.B. 3484 PG. 240 CAROLINA TRUSTEES EPISCOPAL DIOCESE OF EAST N/F P314 P.N. 26144 D.B. 3606 PG. 780 BROWN & BROWN OF CAROLINA, LLC N/F M.B. 22 PG. 85 SECOND STREET APARTMENTS P.N. 26145 D.B. 2296 PG. 41 ERIC PAYNE N/F 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EIP EIP P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F S P M.B. 22 PG. 85 SECOND STREET APARTMENTS 8' DRAINAGE EASEMENT (M.B. 22 PG. 85) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EIP EIP P322 P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F P.N. 21948 M.B. 15 PG. 89 D.B. 3867 PG. 838 D.B. 3317 PG. 37 THE DEVELOPMENT TRUST, LLC N/F EIP P.N. 85999 M.B. 15 PG. 89 D.B. 3866 PG. 429 THE DEVELOPMENT TRUST, LLC N/F M.B. 1 PG. 131 LANG PROPERTY P.N. 04585 D.B. 3324 PG. 247 JIM BLOUNT PROPERTIES, LLC N/F P.N. 23797 M.B. 84 PG. 37 D.B. 3785 PG. 116 CITY OF GREENVILLE N/F CONC 23' LT 10' LT +63 23' LT 10' LT +97 16' LT 10' LT +70 16' LT 10' LT +90 10' LT +66 10' LT +69.64 EX R/W +84.35 EX R/W +84.34 10' LT +02.62 19' RT +00 10' RT +02.62 29' RT +63 10' RT +42.11 10' LT +42.11 10' LT +89.30 10' LT +90 25' LT +90.78 22' RT +51 20' RT 10' RT +10 13' RT +50 16' LT +50 13' LT +00 10' RT +89.30 10' RT +06.68 10' LT +06.68 E 3RD ST29.67' LT +91 27.02' LT 20' LT 10' LT +09 4 3 -G3- EX R/W +31.24 19' LT +50 10' RT +35.91 30' LT +99 10' LT +69.13 10' LT +92.06 10' LT +43.64 30' LT +49 30' LT +11 22' LT +00 10' LT +86.83 EX R/W +31.47 EX R/W +34.88 10' RT +39 12' RT +50 10' RT +43.64 10' RT +86.83 30' RT +99 18.60' RT 10' RT +95 10' LT +17.60 20.18' RT +26 10' RT +28 30' RT +17 10' LT +43.04 13' RT +12 10' RT +17.77 10' RT +28.11 10' LT +17.77 10' LT +28.03 EX R/W +50 10' LT EX R/W +23 80' RT EX R/W +23 80' RT EX R/W +93 E 1ST STE 2ND ST10' RT +43.04 10' LT +89.82 10' RT +64.97 10' LT +43.73 10' LT +60.33 10' LT +02.65 10' LT +64.97 17' LT +14 3 5 6 7 8 10' LT EX R/W +93 10' RT +89.82 11' RT 10' RT +97 11' RT 10' RT +33 10' RT +43.73 10' RT +60.33 10' RT +02.65 15' RT +13 -G3- -G3-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_row-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 ROW-2 NAD 83/NA 2011 MATCHLINE -G3- STA 23+00 (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET ROW-1)MATCHLINE -G3- STA 23+00 (SEE BELOW)RIGHT OF WAY SHEETS20-G3-25-G3- -G3- F F F F F C C C C F F F F F F C F F F F F C C C C C C E 5TH STSHEET L-101 SHEET L-102 SHEET L-103 SHEET L-104E 4TH STE 3RD STE 1ST STE 2ND STTITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSNORTHLANDSCAPE NOTESL-100 GENERAL: CONTRACTOR WILL BE RESPONSIBLE FOR A FINE GRADE OVER ENTIRE SITE INCLUDING ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITY ASSOCIATED WITH THIS PROJECT TO INCLUDE ALL RUTS LEFT BY EQUIPMENT. ALL FINISHED GRADES SHALL BE COMPLETED AS TO ELIMINATE PONDING OF WATER AND TO CREATE POSITIVE DRAINAGE. IN AREAS WHERE BUILDING OR PAVING IS REMOVED AND LANDSCAPE IS PROPOSED, CONTRACTOR IS RESPONSIBLE FOR SCARIFYING OR CULTIVATING SUB-SOILS IN ORDER TO BREAK-UP, CRUSH OR OTHERWISE MAKE SUB-SOILS CAPABLE OF INFILTRATION. ALL ROCK (GREATER THAN 1/2 INCH), CONCRETE, CONCRETE PIECES (GREATER THAN 1/2. INCH), AND DEBRIS SHALL BE REMOVED FROM THE SITE. SCARIFICATION SHOULD BE DONE TO A MINIMUM OF 6 INCHES DEEP FOR PERVIOUS AREAS OF SITE. WORK MUST BE APPROVED BY GROUNDS DEPARTMENT PRIOR TO PLACING TOPSOIL. PROHIBIT TRAVEL OVER SCARIFIED AREAS EXCEPT FOR PLACING TOPSOIL. TOPSOIL: DO NOT PLACE TOPSOIL UNTIL SOIL SCARIFICATION HAS BEEN APPROVED. DEPTH OF TOPSOIL SHOULD BE PLACED AS FOLLOWS AFTER ROLLING: SEEDED OR SODDED AREAS: 4 INCHES; LANDSCAPE BEDS: 6 INCHES WHERE ADDITIONAL FILL IS REQUIRED, CONTRACTOR MAY USE CLEAN, SCREENED SANDY LOAM FILL MATERIAL WITH PRIOR APPROVAL FROM GROUNDS SERVICES. ALL TOPSOIL SHOULD BE OF GOOD QUALITY CLEAR OF ANY DEBRIS. EROSION CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES THROUGHOUT PROJECT. CONTROLS SHALL BE INSTALLED TO PROTECT INTERNAL STORM WATER SYSTEM AS WELL AS CITY AND DOT STREETS, SIDEWALKS, CURBS, GUTTERS, STORM WATER SYSTEMS, ETC. METHODS SHALL COMPLY WITH ALL CURRENT CITY, STATE AND COUNTY STANDARDS AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF EROSION CONTROL MEASURES AS SPECIFIED BY THE EROSION CONTROL DETAILS AND PROJECT SPECIFICATIONS. TURF: THERE ARE A VARIETY OF TURF TYPES ON ECU'S CAMPUS. THE PROJECT SITE LOCATION WILL TYPICALLY DETERMINE THE TYPE OF TURF ECU WILL REQUIRE. IN GENERAL, WE OFFER THE FOLLOWING IN REGARD TO TURF AREAS ON CAMPUS: • RESIDENCE HALLS, DINING HALLS, AND ASSOCIATED AREAS RECEIVE ZOYSIA SOD. OUR CURRENT PREFERENCE IS COMPADRE ZOYSIA. • ACADEMIC BUILDINGS AND ASSOCIATED AREAS RECEIVE PREDOMINATELY ZOYSIA SOD. OUR CURRENT PREFERENCE IS COMPADRE ZOYSIA. IN SOME AREAS, TALL TURF TYPE FESCUE IS NECESSARY DUE TO GROWING CONDITIONS. IN THESE AREAS A PREMIUM TALL TURF TYPE FESCUE BLEND SHALL BE USED, AS RECOMMENDED BY LOCAL SEED SUPPLIER. SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO APPLICATION. • HEALTH SCIENCE CAMPUS RECEIVES BERMUDA SOD. OUR CURRENT PREFERENCE IS BLACKJACK BERMUDA. IF SEEDING, 2 LBS./1 ,000 SQ. FT. SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. • ANY DEVIATION FROM PREFERENCES, SHALL RECEIVE PRIOR WRITTEN APPROVAL. PROPER EROSION CONTROL METHODS ARE REQUIRED AS NEEDED. HYDRO SEEDING IS PREFERRED METHOD OF APPLICATION ALTHOUGH OTHER METHODS WILL BE CONSIDERED WITH PRIOR APPROVAL. IF SEED INSTALLATION OCCURS PRIOR TO MAY, ANNUAL RYE GRASS WILL BE ADDED TO SEED MIXTURE. CONTRACTOR SHALL INSTALL STARTER FERTILIZER (16-4-8 EXAMPLE) AFTER SEED IS INSTALLED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHMENT OF SEED AND PROPER GERMINATION. THE CONTRACTOR SHALL SUPPLY WATER TO THE SITE TO WATER SEED UNTIL TURF IS ESTABLISHED. ECU SITE AND SEEDING REQUIRMENTS: SITE KEY MAP: GENERAL LANDSCAPE NOTES: 1.THE CONTRACT INCLUDES ALL DEMOLITION REQUIRED TO COMPLETE JOB, AND TO REMOVE AND TO DISPOSE OF ITEMS FROM SITE COMPLETELY IN ACCORDANCE WITH LOCAL LAWS. DO NOT BURN OR BURY ANY DEMOLITION ITEMS ON SITE. CONTRACTOR IS RESPONSIBLE FOR MAKING SITE VISIT TO DETERMINE AND VERIFY ALL DEMOLITION REQUIREMENTS PRIOR TO BIDDING. CONTRACTOR SHALL RECYCLE OR DISPOSE OF WASTE PRODUCTS AND PLANT CONTAINERS OFF-SITE IN A RESPONSIBLE MANNER. 2.PERMITS AND FEES REQUIRED FOR WORK MUST BE OBTAINED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 3.THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE EXISTING ADJACENT PLANTS, FACILITIES & STRUCTURES THAT ARE TO REMAIN. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. ADJACENT STREETS & SIDEWALKS SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD & DUST-FREE. 4.BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA 811" AT PHONE NUMBER 811 OR ONLINE AT www.nc811.org AT LEAST 5 WORKING DAYS PRIOR TO STARTING WORK TO ARRANGE TO MARK THE HORIZONTAL LOCATION OF UNDERGROUND FACILITIES. 5.EXISTING UTILITIES SHOWN ON LANDSCAPE DRAWINGS ARE BASED ON PUBLISHED DATA AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. THE CONTRACTOR MUST LOCATE & VERIFY ALL SUCH INFORMATION, INCLUDING INFORMATION NOT SHOWN ON PLANS, BY CONTACTING THE INDIVIDUAL UTILITY COMPANY & INVESTIGATING THE SITE TO DETERMINE THE EXACT LOCATION OF UTILITY LINES & STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, AND TO THE SATISFACTION OF THE PROJECT OWNER & THE UTILITY OWNER, DAMAGE TO ANY UTILITY CAUSED BY HIS WORK. HE SHALL IMMEDIATELY NOTIFY THE OWNER & THE UTILITY OWNER OF ANY DAMAGE TO ANY UTILITY BY HIS OPERATION. 6.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 7.UTILITY MANHOLE COVERS AND ACCESS BOX COVERS ARE TO BE LOCATED ENTIRELY WITHIN A PLANTED AREA OR A PAVED AREA, AND CLEAR OF ALL FENCE LINES. IF ANY CONDITION ARISES WHERE A UTILITY COVER IS TO CROSS A BOUNDARY OR FENCE LINE, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 8.ALL EXISTING SIGNAGE TO REMAIN TO BE SALVAGED AND REINSTALLED UPON COMPLETION OF WORK UNLESS OTHERWISE NOTED OR SPECIFIED. 9.PLANT SPECIES ARE SELECTED FOR HARDINESS IN LOCAL CLIMATE. PERMANENT IRRIGATION IS NOT PART OF THIS CONTRACT. PLANTS ARE TO BE WATERED BY CONTRACTOR DURING ESTABLISHMENT PERIOD (WATER IS A SEPARATE PAY ITEM). 10.EXISTING CONDITIONS SHOWN ARE BASED ON SURVEY INFORMATION. SUPPLEMENTAL INFORMATION COMES FROM FIELD MEASUREMENTS BY THE DESIGN TEAM, WHICH WERE LIMITED TO SURFACE ELEMENTS AND BUILDING FACADES. ACTUAL SITE CONDITIONS MAY VARY. IF A DISCREPANCY IS ENCOUNTERED, CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BEGINNING WORK. 11.SUMMARY OF STREETSCAPE QUANTITIES IS SHOWN ON SHEET L-400. PLANTING NOTES: 1.ALL PLANTS PROVIDED BY CONTRACTOR SHALL MEET OR SURPASS THE SPECIFICATIONS GIVEN IN THE PLANT TABLE AND CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z601-1973 IN REGARD TO SIZING, GROWING AND B&B SPECIFICATIONS. PLANTS SHALL BE FULL AND HEAVY, AND IN HEALTHY CONDITION AT THE TIME OF PLANTING. LANDSCAPE ARCHITECT SHALL REJECT ANY PLANT NOT MEETING THESE GUIDELINES AND REQUIRE REPLACEMENT. 2.ALL PLANTS ARE TO BE FULLY GUARANTEED (LABOR AND MATERIALS) FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF INSTALLATION. 3.PLANTING SHALL FOLLOW NCDOT STANDARD SPECIFICATIONS AS OUTLINED IN SECTION 1670. PLANTING SEASON IS OCT. 15 - MAR. 15 UNLESS OTHERWISE NOTED OR APPROVED BY THE NCDOT ENGINEER. ALL PLANTS THAT ARE UNABLE TO BE IMMEDIATELY PLANTED SHALL BE STORED IN A PROTECTED AREA OUT OF DIRECT SUN AND WIND. PLANTS SHALL BE EVENLY AND CONSISTENTLY WATERED, AS NEEDED, TO PREVENT DRYING OF ROOTS. ROOT BALLS OF B&B STOCK SHALL BE COVERED WITH AT LEAST 4 INCHES OF HARDWOOD MULCH TO MAINTAIN MOISTURE IN ROOTS. 4.THE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS AND CLARIFY ANY DISCREPANCIES WITH LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. CONTRACTOR TO COORDINATE WITH ECU LANDSCAPE ARCHITECT FOR ALL PLANT TAGGING. PLANT TAGGING AS DESIGNATED IN THE MASTER PLANT LIST, SHALL BE COMPLETED PRIOR TO PURCHASING PLANTS. 5.LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY PROPOSED PLANT SUBSTITUTIONS BY THE CONTRACTOR. NO SUBSTITUTIONS SHALL BE MADE UNDER ANY CIRCUMSTANCES WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. 6.ALL PLANTS AND PLANTING BEDS SHALL BE LOCATED BY SCALED DIMENSIONS FROM BUILDINGS, CURBS, PAVEMENTS, ETC. SPECIFIC ATTENTION SHALL BE GIVEN TO ENSURE THAT PLANTS INDIVIDUALLY SHOWN ON THE PLAN ARE ACCURATELY LOCATED. LOCATION OF ALL PLANTS SHALL BE REVIEWED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE FOR REVIEW. 7.A PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ALLOWED TO DISSIPATE BEFORE PLANTING. 8.ALL LANDSCAPE AREAS TO BE GRADED FOR POSITIVE DRAINAGE AND TO ENSURE NO STANDING WATER. SEE GRADING PLAN AND DRAINAGE PLANS FOR SPECIFIC GRADING INFORMATION AND PIPE INVERTS. 9.ESTABLISH AND MAINTAIN TOP OF GRADE BELOW ADJACENT CURBS, WALKWAYS AND OTHER HARDSCAPE AREAS TO ALLOW FOR INSTALLATION OF MULCH. 10.ALL SHRUB, GROUND COVER & ANNUAL PLANTING BEDS SHALL BE FILLED WITH MULCH TO A MINIMUM DEPTH OF 3 INCHES. MULCH SHALL BE DARK BROWN, DESIGNER-GRADE, DOUBLE-SHREDDED HARDWOOD. CONTRACTOR TO SUBMIT A SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY TO PROJECT SITE. 11.FINISH OFF 2' - 4' CLEAR ZONE AROUND TREES WITH A 3" LAYER OF MULCH, BUT DO NOT PLACE UP AGAINST OR MOUND AROUND ROOT FLARE. 12.MIXED GROUNDCOVER AND PLANTS SPECIFIED FOR MASS PLANTINGS SHALL BE PLANTED IN GROUPS OF 3 - 7 AND LOCATED AS REQUIRED TO PROVIDE A GENERAL MIXING OF SPECIES. DO NOT PLANT IN ROWS OR REPETITIVE PATTERNS UNLESS OTHERWISE DIRECTED. 13.STREET TREES ADJACENT TO PEDESTRIAN WALKWAYS AND IN VEHICULAR SITE TRIANGLES SHALL BE UNDER-TRIMMED SUFFICIENTLY TO ALLOW CLEAR SIGHT AND PEDESTRIAN ACCESS UP TO 6 FEET ABOVE SIDEWALK ELEVATION. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED ARBORIST, AND ADHERE TO THE ANSI A300 PRUNING STANDARD. PRUNING CUTS ARE TO BE DELIBERATE AND TARGETED ONLY TO THE NECESSARY BRANCHES IN ORDER TO SATISFY SIGHT AND CLEARANCE REQUIREMENTS WHILE MAINTAINING THE INTEGRITY OF THE TREES. 14.CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF THE PLANTING AREAS UNTIL ESTABLISHMENT. 15.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES IN ACCORDANCE WITH THE APPROPRIATE PLANTING SEASON. QUANTITY AND SIZE ARE TO MEET PLANT SPECIFICATIONS. 16.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING. TREE PROTECTION NOTES: 1.ALL TREES THAT ARE TO REMAIN, WITHIN OR DIRECTLY ADJACENT TO THE LIMITS OF WORK MUST BE PROTECTED WITH 6' TALL CHAIN LINK FENCE TO THE EXTENT OF THE TREE BOX OR THE DRIP LINE IN A PLANTING STRIP. THE DRIP LINE IS DEFINED AS THE GROUND AREA UNDER THE CANOPY OF THE TREE. FENCING IS TO BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT, AND REMOVED ONLY AT THE END OF THE PROJECT. 2.NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE ROOT ZONE OF A TREE WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST: ALTERATION OR DISTURBANCE TO EXISTING GRADE; STAGING OR STORAGE OF CONSTRUCTION MATERIALS, EQUIPMENT, SOIL OR DEBRIS; TRENCHING; OR DISPOSAL OF ANY LIQUIDS. 3.NO HEAVY EQUIPMENT SHALL BE USED WITHIN THE DRIP LINE OF AN EXISTING TREE. 4.APPROVED EXCAVATIONS WITHIN THE DRIP LINE SHALL PROCEED WITH CARE BY USE OF HAND TOOLS OR EQUIPMENT THAT WILL NOT CAUSE INJURY TO TREE TRUNKS, BRANCHES AND ROOTS. 5.NO ROOTS GREATER THAN 2 INCHES IN DIAMETER SHALL BE CUT WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST. EXPOSED ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN BURLAP OR OTHER APPROVED MATERIAL AND KEPT MOIST AT ALL TIMES. 6.IF THERE ARE ANY TREE CONFLICTS ON THIS JOB SITE PERMIT HOLDER MUST SUSPEND ALL WORK THAT CONTRIBUTES TO THE CONFLICT AND IMMEDIATELY CONTACT LANDSCAPE ARCHITECT OR PROJECT ARBORIST FOR DIRECTION AND CLEARANCE TO CONTINUE THE CONFLICTING WORK. 7.TREES THAT ARE PROTECTED SHALL BE THOROUGHLY WATERED EVERY 7 DAYS FROM APRIL THROUGH SEPTEMBER. Sheet List Table Sheet Number Sheet Title L-100 LANDSCAPE NOTES L-101 HARDSCAPE PLAN L-102 HARDSCAPE PLAN L-102.1 PAVILION ENLARGEMENT L-103 HARDSCAPE PLAN L-104 HARDSCAPE PLAN L-200 HARDSCAPE DETAILS L-201 HARDSCAPE DETAILS L-202 HARDSCAPE DETAILS L-301 LANDSCAPE PLAN L-302 LANDSCAPE PLAN L-303 LANDSCAPE PLAN L-304 LANDSCAPE PLAN L-400 LANDSCAPE DETAILS E 4TH STMATCHLINE: SHEET L-101MATCHLINE: SHEET L-102E 5TH ST1 L-202 CONCRETE SIDEWALK (TYP) CONNECT TO EXISTING SIDEWALK (TYP)CONNECT TO EXISTING SIDEWALK (TYP) EXISTING TREE TO BE RETAINED (TYP) SEE CURB RAMP DETAILS (TYP) PEDESTRIAN LIGHT (TYP) HARDSCAPE NOTES: 1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE LIGHTING PLANS. 3.FOR TRAIL LAYOUT SEE GREENWAY PLANS. PLAN LEGEND PEDESTRIAN LIGHT WASTE/RECYCLE RECEPTACLE TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-101NORTH E 4TH STMATCHLINE: SHEET L-101MATCHLINE: SHEET L-102MATCHLINE: SHEET L-102 MATCHLINE: SHEET L-103 E 3RD ST1 L-202 CONCRETE SIDEWALK (TYP) SHEET L-102.1 PAVILION ENLARGEMENT CONNECTION TO EXISTING SIDEWALK TO BE FLUSH (TYP) CONNECT TO EXISTING SIDEWALK (TYP) CONNECTION TO EXISTING SIDEWALK TO BE FLUSH 1 L-202 CONCRETE SIDEWALK (TYP) TREE TO BE RELOCATED BY ECU REMOVE CONCRETE BASE EXISTING CONCRETE BASE AND POLE TO BE RETAINED REMOVE CONCRETE BASE EXISTING CONCRETE BASE AND POLE TO BE RETAINED EXISTING TREES TO BE RETAINED (TYP) SEE CURB RAMP DETAILS (TYP) EXISTING TREE TO BE REMOVED (TYP) PEDESTRIAN LIGHT (TYP) HARDSCAPE NOTES: 1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE LIGHTING PLANS. 3.FOR TRAIL LAYOUT SEE GREENWAY PLANS. PLAN LEGEND PEDESTRIAN LIGHT WASTE/RECYCLE RECEPTACLE TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-102NORTH ADJACENT PARKING LOT E. 4TH STREET20'12'DIGITAL BOARD (BY OTHERS) EXISTING SIDEWALK SEE LANDSCAPE PLANS FOR PLANTING DETAILS SHELTER6 L-200 CONCRETE SIDEWALK (TYP) 1 L-202 EXISTING TREE TO BE REMOVED AND RELOCATED BY ECU EXISTING TREE TO BE REMOVED (TYP) REMOVE CONCRETE BASE BRICK VENEER RETAINING WALL TYPE 'B' 4 L-201 BRICK VENEER RETAINING WALL TYPE 'A' 4 L-201 WASTE RECEPTACLE 5 L-2015L-2002'X2' SCORED CONCRETE PLAZA 2 L-202 END OF PEDESTRIAN RAILING, WALL HEIGHT TO FINISHED GRADE IS 30" OR LESS HARDSCAPE NOTES: 1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE LIGHTING PLANS. 3.FOR TRAIL LAYOUT SEE GREENWAY PLANS. PLAN LEGEND PEDESTRIAN LIGHT WASTE/RECYCLE RECEPTACLE TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSPAVILION ENLARGEMENTL-102.1NORTH MATCHLINE: SHEET L-102 MATCHLINE: SHEET L-103 MATCHLINE: SHEET L-103MATCHLINE: SHEET L-104E 3RD ST1 L-202 CONCRETE SIDEWALK (TYP) 1 L-202 CONCRETE SIDEWALK (10' x 6' PAD) FLUSH CONNECTION TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK RIP RAP (SEE GREENWAY PLANS) RETAIN CHAINLINK FENCE (TYP) RE-SET CHAINLINK FENCE (TYP) PER GREENWAY PLANS EXISTING TREE TO BE RETAINED (TYP) PEDESTRIAN LIGHT (TYP) BENCH BY OTHERS HARDSCAPE NOTES: 1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE LIGHTING PLANS. 3.FOR TRAIL LAYOUT SEE GREENWAY PLANS. PLAN LEGEND PEDESTRIAN LIGHT WASTE/RECYCLE RECEPTACLE TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-103NORTH E 1ST STMATCHLINE: SHEET L-103MATCHLINE: SHEET L-1041 L-202 CONCRETE SIDEWALK (TYP) CONNECT TO EXISTING SIDEWALK (TYP) BOARDWALK (SEE GREENWAY PLANS) 2 L-201 PEDESTRIAN RAILING TYPE 'B' EXISTING TREE TO BE REMOVED (TYP) RE-SET CHAINLINK FENCE PER GREENWAY PLANS REMOVE CHAINLINK GATE REMOVE EXISTING CHAINLINK FENCE E 2ND STRETAIN EXISTING CURB AND GUTTER (TYP) SEE GREENWAY DETAILS FOR BOARDWALK APPROACH (TYP) 1 L-202 CONCRETE SIDEWALK (TYP) SEE CURB RAMP DETAILS (TYP)PEDESTRIAN LIGHT (TYP) HARDSCAPE NOTES: 1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE LIGHTING PLANS. 3.FOR TRAIL LAYOUT SEE GREENWAY PLANS. PLAN LEGEND PEDESTRIAN LIGHT WASTE/RECYCLE RECEPTACLE TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-104NORTH 6"4"1 2" 5" THICK CONCRETE AT 3500 PSI STRENGTH 6"X6"X6 WWM-MAINTAIN 2" CLEAR FROM ALL EXPOSED SURFACES 4" COMPACTED G.A.B. TO 95% STD. PROCTOR COMPACT SUBGRADE TO 95% STD. PROCTOR CONTROL JOINT NOTE: SEE HARDSCAPE PLANS FOR LOCATIONS AND PATTERNSURFACE FINISH: BROOM FINISH SMOOTHED TOOLED CONTROL JOINT (MIN. 1 3 DEPTH OF CONCRETE SLAB) EXPANSION JOINT MATERIAL NOTE: MANUFACTURER:W.R. MEADOWS PRODUCT:CERAMAR EXPANSION JOINT SEALANT NOTE: MANUFACTURER:SIKA PRODUCT:SIKAFLEX-1C SL COLOR:"LIMESTONE" (STANDARD) 1 2" EXPANSION JOINT 1 2" FLEXIBLE FOAM EXPANSION JOINT 1 2" DEEP JOINT SEALANT EXPANSION JOINT NOTE: SEE HARDSCAPE PLANS FOR LOCATIONS AND PATTERN COMPACTED SUBGRADE TO 95% STD. PROCTOR 4" AGGREGATE BASE COURSE 1'1' CONCRETE SIDEWALK (SEE DETAIL 1, L-200 FOR SIMILAR CONDITION) 1 2" EXPANSION JOINT WITH STAINLESS STEEL DOWEL (1 2" ∅) AT 24" O.C., PLASTIC SLEEVE AT ONE END SEE DETAIL 1/ L-200 FOR CONCRETE FLATWORK SEE DETAIL 1/ L-200 FOR CONCRETE FLATWORK FLUSH CONNECTION EXISTING CONCRETE SIDEWALK 1'8"1'6"2"1'6"2'-6"3"CONCRETE FLATWORK, SEE DETAIL 1/L-200 FINISH GRADE BRICK CAP BRICK VENEER 8x8x16 CMU (FILL ALL CORES SOLID W/ CONCRETE WHERE REBAR OCCURS) #4 REBAR @ 32" O.C. CENTERED IN CMU CELL WITH STANDARD HOOK FULL HEIGHT IN FILLED CELL (TYP) CAST-IN-PLACE CONCRETE FOOTING (3000 PSI) COMPACT ABC STONE (95% PROCTOR) COMPACT SUBGRADE SLOPE TOP OF WALL 1 4" FOR POSITIVE DRAINAGE (3) #4 REBAR CONT. #4 REBAR x 18" @ 18" O.C. 1 2" EXPANSION JOINT SLOPE FINISHED GRADE AWAY FROM WALL, SEE GREENWAY PLANS FOR GRADING SINGLE SOLDIER COURSE BRICK, BOTH SIDES TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE DETAILSL-200 CONCRETE FLATWORK SCALE: 1"=1'-0" 1 L-200 SECTION CONC. EXPANSION JOINTS SCALE: 1"=1'-0" 2 L-200 SECTION CONC. CONTROL JOINTS SCALE: 1"=1'-0" 3 L-200 SECTION EXISTING SIDEWALK TO NEW CONCRETE TRANSITION SCALE: 1"=1'-0" 4 L-200 SECTION SEAT WALL 1" = 1' 5 L-200 SECTION SHELTER NTS 6 L-200 IMAGE SHELTER: MANUFACTURER: RCP SHELTERS INC PRODUCT:LW-GABLE SIZE:20' x 12' x 12' RETAINING WALL BRICK PAVER CAP A B C 6"NOTES: 1.TYPE OF PIPE TO BE USED IS 1-5/8" O.D. STAINLESS STEEL PIPE 2.INSTALL ALONG CENTER OF RETAINING WALL 3.ALL JOINTS TO HAVE 1 2" FILLET WELD AT ALL JOINTS 4.AFTER INSTALLATION PAINT ASSEMBLY WITH 1 COAT METAL PRIMER AND 2 COATS BROWN ALL WEATHER ENAMEL OR AS DIRECTED BY THE CITY 5.ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH PRIOR TO PAINTING 11.5"E.Q.E.Q.54"A B CE.Q.PEDESTRIAN RAILING TYPE 'A,' SEE DETAIL 1/L-201 3" CORE DRILLED POST HOLE FILLED WITH ADHESIVE CONCRETE BRICK VENEER DETAIL 4 / L201 CAST IN PLACE (CIP) RETAINING WALL (SEE GREENWAY PLANS) 12" DEPTH11.5"E.Q.E.Q.54"A B C A B C 22"NOTES: 1.TYPE OF PIPE TO BE USED IS 1-5/8" O.D. STAINLESS STEEL PIPE 2.IN-GROUND MOUNTED POSTS. 3.ALL JOINTS TO HAVE 1 2" FILLET WELD AT ALL JOINTS 4.AFTER INSTALLATION PAINT ASSEMBLY WITH 1 COAT METAL PRIMER AND 2 COATS BROWN ALL WEATHER ENAMEL OR AS DIRECTED BY THE CITY 5.ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH PRIOR TO PAINTINGE.Q.1'8"BELOW 30" IN HEIGHT2" BRICK CAP BRICK VENEER IN RUNNING BOND WITH SINGLE SOLDIER COURSE, BOTH SIDES RETAINING WALL HEIGHT VARIES, SEE GREENWAY PLANS CONCRETE FOOTING, SEE STRUCTURAL PLANS SLOPE SLOPE 1/4" PER FOOT TO DRAIN 1 2" EXPANSION JOINT, SEE DETAIL 2 SHEET L-200 SLOPE CONCRETE FLATWORK, SEE DETAIL 1 SHEET L-200 POSITIVE DRAINAGE AWAY FROM WALL 3"9" MIN.1'8"ABOVE 30" IN HEIGHT2" BRICK VENEER IN RUNNING BOND RETAINING WALL HEIGHT VARIES, SEE GREENWAY PLANS CONCRETE FOOTING, SEE STRUCTURAL PLANS BRICK CAP SLOPE SLOPE 1/4" PER FOOT TO DRAIN PEDESTRIAN RAILING TYPE 'A' SEE DETAIL 1/L-201 1 2" EXPANSION JOINT, SEE DETAIL 2 SHEET L-200 BRICK VENEER WITH SINGLE SOLDIER COURSE, BOTH SIDES SEE DETAIL 3/L-201 BRICK VENEER WITH SINGLE SOLDIER COURSE, BOTH SIDES FINISH GRADE CONDITIONS VARY (SEE GREENWAY PLANS) SLOPE CONCRETE FLATWORK, SEE DETAIL 1 SHEET L-200 POSITIVE DRAINAGE AWAY FROM WALL 3"9" MIN.TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE DETAILSL-201 PEDESTRIAN RAILING TYPE 'A' NTS 1 L-201 SECTION RAIL POST ANCHORING NTS 3 L-201 SECTION PEDESTRIAN RAILING TYPE 'B' NTS 2 L-201 SECTION BRICK VENEER RETAINING WALL 1" = 1' 4 L-201 SECTION TYPE 'A' RETAINING WALL TYPE 'B' RETAINING WALL WITH PEDESTRIAN RAILING WASTE RECEPTACLE NTS 5 L-201 SECTION AND PLAN WASTE RECEPTACLE PRODUCT INFORMATION: MANUFACTURER: DUMOR PRODUCT:RECEPTACLE 148-40-SHRC SIZE:40 GALLON FINISH: BLACK POWDERCOAT LID:WASTE: BT RECYCLE: RC INTERVAL BETWEEN JOINTS CONCRETE CURB (SEEGREENWAY PLANS)LIGHT BROOM FINISH CONCRETE SURFACE IN THE OPPOSITE DIRECTION OF TRAVEL 10'-0"10'-0" WIDTH2'-0"EDGE OF SIDEWALK EXPANSION JOINT, SEE DETAIL 2/L-200 30'-0" MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS LENGTHWISE CONTROL JOINT SPACED 10'-0" O.C., SEE DETAIL 3/L-200 CONCRETE FLATWORK, SEE DETAIL 1/L-200 INTERVAL BETWEEN JOINTS ADJACENT CONCRETESIDEWALKLIGHT BROOM FINISH CONCRETE SURFACE IN THE OPPOSITE DIRECTION OF TRAVEL 2'-0"WIDTH VARIES, SEE HARDSCAPE PLANSWIDTH VARIESEDGE OF SIDEWALK EXPANSION JOINT, SEE DETAIL 2/L-200 30'-0" MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS LENGTHWISE CONCRETE FLATWORK, SEE DETAIL 1/L-200 TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE DETAILSL-202 CONCRETE SIDEWALK SCALE: 3/4"=1'-0" 1 L-202 ENLARGEMENT SCORED CONCRETE PLAZA SCALE: 3/4"=1'-0" 2 L-202 ENLARGEMENT CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS QR 1 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS LR 9 LOROPETALUM CHINENSE RUBRUM `RUBY`RUBY FRINGE FLOWER 3 GAL 18" MIN.48" o.c. PL 22 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL 3 GAL 18" MIN.48" o.c. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS BG 42 BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL 18" MIN.24" o.c. MC 103 MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 1 GAL 18" MIN.24" o.c. PS 17 PHLOX STOLONIFERA CREEPING PHLOX 1 GAL 12" MIN.24" o.c. ZJ 1,930 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD PLANT SCHEDULE L-301 E 4TH STMATCHLINE: SHEET L-301MATCHLINE: SHEET L-302E 5TH ST(5) PS (3) IN (7) RH(18) VC (2) IN (5) RH (1) QR (8) EP (2) PS (6) RH (1) QR (53) BG (1) CP (10) BG (25) PH (882 sf) ZJ (7) EP (6) PH (11) RH (5) PS (42) BG (9) LR (103) MC (17) PS (1,930 sf) ZJ (22) PL EXISTING TREE TO REMAIN AND PROTECT IN PLACE (TYP) EXISTING POLE TO REMAIN AND PROTECT IN PLACE ELECTRICAL CABINET TRANSFORMER PRUNE AND LIMB-UP EXISTING TREE AS NECESSARY PEDESTRIAN LIGHT (TYP) LANDSCAPE NOTES: 1.SEE GENERAL, PLANTING, AND TREE PROTECTION NOTES ON SHEET L-100. 2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE CONTRACTOR UNLESS AUTHORIZED BY THE OWNER OR OWNER'S REPRESENTATIVE. PLAN LEGEND PEDESTRIAN LIGHT TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-301NORTH CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS QR 7 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS CF 1 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY EASTERN REDBUD B&B 2" CAL.8`-10` HT. CP 1 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS FG 18 FOTHERGILLA GARDENII `MT. AIRY`DWARF WITCHALDER 3 GAL 18" MIN.48" o.c. IN 16 ILEX VOMITORIA `NANA`DWARF YAUPON HOLLY 3 GAL 18" MIN.36" o.c. LR 14 LOROPETALUM CHINENSE RUBRUM `RUBY`RUBY FRINGE FLOWER 3 GAL 18" MIN.48" o.c. LS 16 LIGUSTRUM SINENSE `SUNSHINE`SUNSHINE CHINESE PRIVET 3 GAL 18" MIN.48" o.c. PL 13 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL 3 GAL 18" MIN.48" o.c. PLANT SCHEDULE L-302E 4TH STMATCHLINE: SHEET L-301MATCHLINE: SHEET L-302MATCHLINE: SHEET L-302 MATCHLINE: SHEET L-303 E 3RD ST(3,316 sf) ZJ (5) PS (3) IN (7) RH(18) VC (2) IN (5) RH (1) QR (8) EP (2) PS (6) RH (53) BG (1) CP (37) PH (162) PH (2) QR (2) QR (71) BG (44) BG (1) QR (60) PH (631 sf) ZJ (10) BG (3) PL (6) IN (6) LS (6) FG (8) LR (10) LS (9) FG (6) LR (1) CF (5) IN (5) PL (3) FG (15) MC (49) BG (48) PH (32) BG (36) PH (28) BG (22) PH (36) BG (25) PH (39) PH (53) BG (882 sf) ZJ (1) QG (7) EP (6) PH (11) RH (5) PS (103) MC (17) PS (5) PL (1) QR EXISTING TREE TO BE REMOVED (TYP) EXISTING TREE TO BE REMOVED AND RELOCATED BY ECU EXISTING TREE TO REMAIN AND PROTECT IN PLACE (TYP) EXISTING TREE TO REMAIN AND PROTECT IN PLACE (TYP) EXISTING TREE TO REMAIN AND PROTECT IN PLACE (TYP) EXISTING TREE TO REMAIN AND PROTECT IN PLACE (TYP) REMOVE CONCRETE BASE EXISTING CONCRETE BASE AND POLE TO BE RETAINED REMOVE CONCRETE BASE EXISTING CONCRETE BASE AND POLE TO BE RETAINED PEDESTRIAN LIGHT (TYP) GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING BG 376 BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL 18" MIN.24" o.c. EP 15 ECHINACEA PURPUREA `KIM`S KNEE HIGH` TM PURPLE CONEFLOWER 1 GAL 12" MIN.24" o.c. MC 15 MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 1 GAL 18" MIN.24" o.c. PH 435 PENNISETUM ALOPECUROIDES `HAMELN`HAMELN FOUNTAIN GRASS 1 GAL 18" MIN.24" o.c. PS 12 PHLOX STOLONIFERA CREEPING PHLOX 1 GAL 12" MIN.24" o.c. RH 29 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL 12" MIN.18" o.c. VC 18 VINCA MINOR COMMON PERIWINKLE 1 GAL 12" MIN.18" o.c. ZJ 1,513 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD LANDSCAPE NOTES: 1.SEE GENERAL, PLANTING, AND TREE PROTECTION NOTES ON SHEET L-100. 2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE CONTRACTOR UNLESS AUTHORIZED BY THE OWNER OR OWNER'S REPRESENTATIVE. PLAN LEGEND PEDESTRIAN LIGHT TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-302NORTH CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS QG 3 QUERCUS PHELLOS `HIGHTOWER`WILLOW OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET QR 2 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS CF 2 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY EASTERN REDBUD B&B 2" CAL.8`-10` HT. CP 1 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS ZJ 9,110 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD PLANT SCHEDULE L-303 MATCHLINE: SHEET L-302 MATCHLINE: SHEET L-303 MATCHLINE: SHEET L-303MATCHLINE: SHEET L-304E 3RD STEXISTING TREE TO REMAIN AND PROTECT IN PLACE (TYP) (3,316 sf) ZJ (5) IN (5) PL (3) FG (15) MC (2) QG (53) BG (1) QG (1) CP (12,482 sf) ZJ (2) QR (2) CF RIP RAP (SEE GREENWAY PLANS) RETAIN CHAINLINK FENCE (TYP) RE-SET CHAINLINK FENCE (TYP) PER GREENWAY PLANS E 2ND STPEDESTRIAN LIGHT (TYP) LANDSCAPE NOTES: 1.SEE GENERAL, PLANTING, AND TREE PROTECTION NOTES ON SHEET L-100. 2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE CONTRACTOR UNLESS AUTHORIZED BY THE OWNER OR OWNER'S REPRESENTATIVE. PLAN LEGEND PEDESTRIAN LIGHT TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-303NORTH CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS QG 2 QUERCUS PHELLOS `HIGHTOWER`WILLOW OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS CP 1 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS CA 1,867 SF CYNODON DACTYLON `BLACKJACK`BLACKJACK BERMUDA GRASS SEED ZJ 7,440 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD PLANT SCHEDULE L-304 E 1ST STMATCHLINE: SHEET L-303MATCHLINE: SHEET L-304EXISTING TREE TO BE REMOVED (TYP) (1) QG (1) QG (192 sf) ZJ (139 sf) ZJ (15) EP (9) IN (9) IN (15) EP (1,868 sf) CA (1) CP (2) QR EXISTING TREE TO REMAIN AND PROTECT IN PLACE (TYP)E 2ND STPEDESTRIAN LIGHT (TYP) LANDSCAPE NOTES: 1.SEE GENERAL, PLANTING, AND TREE PROTECTION NOTES ON SHEET L-100. 2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE CONTRACTOR UNLESS AUTHORIZED BY THE OWNER OR OWNER'S REPRESENTATIVE. PLAN LEGEND PEDESTRIAN LIGHT TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-304NORTH X PLANT SPACING NOTES: 1.SEE PLANTING PLAN FOR SHRUB AND GROUNDCOVER AREAS. 2.PLANT MATERIAL SHALL BE INSTALLED IN STRAIGHT AND PARALLEL ROWS UNLESS OTHERWISE SHOWN ON DRAWINGS. 3.SEE PLANTING PLAN AND / OR PLANT SCHEDULE FOR ACTUAL PLANT SPACING. X / 2X / 2 X3"1"6"PLANTING BED TRENCH EDGING NOTE: 1.TRENCH EDGE SHALL BE LOCATED BETWEEN PLANTING BED AND ALL TURF OR NATIVE GRASS AREAS. 2.TRENCH EDGE SHALL BE CONSTRUCTED ALONG ALL HARDSCAPE AREAS FOR SIMILAR CONDITION. 3.MAINTAIN POSITIVE DRAINAGE IN ALL PLANTING BEDS. 4.SEE PLANT SCHEDULE FOR TYPE OF MULCH. MULCH 3" DEPTH 3"1"YX X / 2X / 2 Y / 23" MIN.SET SHRUB PLUMB FINISH GRADE SET SHRUB MIN. 1" ABOVE FINISH GRADE REDUCE TYPICAL 3" MULCH DEPTH SURROUNDING WOODY STEM TO 2" DEEP AND PULL MULCH BACK 3" FROM TRUNK MULCH 3" DEPTH LOOSEN SUBGRADE AND REMOVE ROCK AND OTHER DEBRIS COMPACT PLANTING MIX TO PREVENT SETTLING PLANTING MIX BACKFILL PER SPECIFICATIONS COMPLETELY REMOVE CONTAINER OR BURLAP AND LIGHTLY SCARIFY ROOT MASS GENERAL LANDSCAPE NOTES: 1.ALL PLANT MATERIAL PRICING SHALL INCLUDE MULCH, BED PREPARATION, AND STAKING. 2.ALL PLANTING BEDS SHALL RECEIVE 3" (THREE INCHES) OF MULCH. MULCH TYPE FOR PROJECT: DOUBLE SHREDDED HARDWOOD MULCH OR CURRENT CITY STANDARD 3.PLANT MATERIAL SPACING SHOWN ON LANDSCAPE PLANS SHALL OVERRIDE TYPICAL PLANT SPACING INDICATED ON PLANT SCHEDULE. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFYING ALL PLANT SPACING AND MAKING MINOR FIELD ADJUSTMENTS DUE TO UTILITY CONFLICTS. 3'-0" MIN. X / 23"ROOTBALL BEDLINE 2" X 2" X 24" WOODEN STAKE (TYP.) DRIVEN INTO UNDISTURBED GRADE FINISH GRADE X LOOSEN SUBGRADE ONLY, COMPACT AS NECESSARY TO PREVENT SETTLING PLANTING MIX BACKFILL PER SPECIFICATIONS ARBORTIE COMPLETE REMOVE TOP 1 3 OF WIRE BASKET AND BURLAP MATERIAL. LIGHTLY SCARIFY ROOT MASS TREE PLANTING NOTES: 1.SET TREE MIN. 3" ABOVE SURROUNDING FINISH GRADE. MEASURED AT BASE OF TRUNK. 2.REDUCE TYPICAL 3" MULCH DEPTH SURROUNDING WOODY TRUNK TO 2" DEEP AND PULL MUCH BACK 3" FROM TRUNK FINAL GRADE POST 1 YEAR INSPECTION WITH SAUCER REMOVED PLAN3A L-200 DETAIL 3A, L-200 CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS QG 5 QUERCUS PHELLOS `HIGHTOWER`WILLOW OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET QR 10 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS CF 3 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY EASTERN REDBUD B&B 2" CAL.8`-10` HT. CP 3 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS FG 18 FOTHERGILLA GARDENII `MT. AIRY`DWARF WITCHALDER 3 GAL 18" MIN.48" o.c. IN 34 ILEX VOMITORIA `NANA`DWARF YAUPON HOLLY 3 GAL 18" MIN.36" o.c. LR 23 LOROPETALUM CHINENSE RUBRUM `RUBY`RUBY FRINGE FLOWER 3 GAL 18" MIN.48" o.c. LS 16 LIGUSTRUM SINENSE `SUNSHINE`SUNSHINE CHINESE PRIVET 3 GAL 18" MIN.48" o.c. PL 35 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL 3 GAL 18" MIN.48" o.c. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS BG 418 BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL 18" MIN.24" o.c. CA 1,867 SF CYNODON DACTYLON `BLACKJACK`BLACKJACK BERMUDA GRASS SEED EP 45 ECHINACEA PURPUREA `KIM`S KNEE HIGH` TM PURPLE CONEFLOWER 1 GAL 12" MIN.24" o.c. MC 118 MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 1 GAL 18" MIN.24" o.c. PH 435 PENNISETUM ALOPECUROIDES `HAMELN`HAMELN FOUNTAIN GRASS 1 GAL 18" MIN.24" o.c. PS 29 PHLOX STOLONIFERA CREEPING PHLOX 1 GAL 12" MIN.24" o.c. RH 29 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL 12" MIN.18" o.c. VC 18 VINCA MINOR COMMON PERIWINKLE 1 GAL 12" MIN.18" o.c. ZJ 19,993 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD PLANT SCHEDULE LANDSCAPE NOTES: 1.SEE GENERAL, PLANTING, AND TREE PROTECTION NOTES ON SHEET L-100. 2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. FOR FURTHER INFORMATION SEE GREENWAY PLANS. 3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE CONTRACTOR UNLESS AUTHORIZED BY THE OWNER OR OWNER'S REPRESENTATIVE.TITLE:PROJECT:NO.DATEREVISIONSSEAL 5-14-2021 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE DETAILSL-400 TYPICAL STAGGERED ROW PLANT SPACING SCALE: 1 2"=1'-0" 1 L-400 PLAN PLANTING BED TRENCH EDGING SCALE: 1"=1'-0" 2 L-400 SECTION TYPICAL TREE PLANTING SCALE: 1 2"=1'-0" 3 L-400 SECTION TYPICAL SHRUB PLANTING SCALE: 1"=1'-0" 4 L-400 SECTION 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 TMP-1 TRANSPORTATION MANAGEMENT PLAN DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY INDEX OF SHEETS LEGENDROADWAY STANDARD DRAWINGS SHEET NO.TITLE GENERAL DIRECTION OF TRAFFIC FLOW NORTH ARROW WORK AREA REMOVAL EXISTING SIGNALS PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - ARE CONSIDERED A PART OF THESE PLANS: TITLESTD. NO. EXISTING PAVEMENT DRUM STATIONARY SIGN PORTABLE SIGN BARRICADE (TYPE III) FLASHING ARROW BOARD TRAFFIC CONTROL DEVICES TEMPORARY SIGNING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY 1251.01 SKINNY-DRUM1180.01 FLAGGING DEVICES 1150.01 BARRICADES - TYPE III1145.01 CONES1135.01 DRUM 1130.01 FLASHING ARROW BOARDS1115.01 PORTABLE WORK ZONE SIGNS1110.02 STATIONARY WORK ZONE SIGNS1110.01 TRAFFIC CONTROL DESIGN TABLES1101.11 WORK ZONE VEHICLE ACCESSES1101.05 TEMPORARY LANE CLOSURES1101.02 WORK ZONE ADVANCE WARNING SIGNS1101.01 TMP-4 THRU TMP-5 TMP-3 TMP-2A THRU TMP-2B TMP-1 SHEETS, AND LEGENDTITLE SHEET, INDEX OFTOWN COMMON CONNECTOR CITY OF GREENVILLE - BUILD GRANT PROJECT G TRAFFIC CONTROL PLANS PEDESTRIAN DETOUR PLAN GENERAL NOTES, CONSTRUCTION PHASING, AND DETAILS TITLE SHEET, INDEX OF SHEETS, AND LEGEND 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 TMP-2A TIME RESTRICTIONS; :LANE AND SHOULDER CLOSURE REQUIREMENTS OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN CONSTRUCTION RESTRICTIONS: A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS: N) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. SIGNING: THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. L) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE WARNING SIGNS, AS DIRECTED BY THE ENGINEER. WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK ZONE TRAFFIC CONTROL DEVICES: BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS: I) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED PAVEMENT EDGE DROP OFF REQUIREMENTS: PERFORMED BEHIND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE TRAVELWAY. H) DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVELWAY WHEN WORK IS BEING TWO-WAY ROAD. G) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON A TWO-LANE, TRAFFIC PATTERN ALTERATIONS: B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS: 2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st TO 7:00 P.M. JANUARY 2ND. IF NEW 3. FOR EASTER, BETWEEN THE HOURS OF 6:00 A.M. THURSDAY AND 7:00 P.M. MONDAY. 4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY TO 7:00 P.M. TUESDAY. IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 6:00 A.M. THE THURSDAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER INDEPENDENCE DAY. 6. FOR LABOR DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY AND 7:00 P.M. TUESDAY. 7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 A.M. TUESDAY TO 7:00 P.M. MONDAY. 8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00 A.M. THE FRIDAY BEFORE THE WEEK OF CHRISTMAS DAY AND 7:00 P.M. THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS. ANY TRAFFIC PATTERN ALTERATION. K) NOTIFY THE ENGINEER AND CITY OF GREENVILLE TRANSPORTATION DEPARTMENT TWENTY ONE (21) CALENDAR DAYS PRIOR TO ROAD NAME HOLIDAY 1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE ENGINEER. 5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 A.M. THE DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE DAY AFTER INDEPENDENCE DAY. A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. E) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE CITY. AREA. WARNING "UNEVEN LANES" SIGNS (W8-11) 100 FT IN ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN J) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC. INSTALL ADVANCE TRAFFIC CONTROL PLANS. M) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND FOR ADDITIONAL REQUIREMENTS. STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES), AND 1180 (SKINNY DRUMS) POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RADII, AND 2 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO O) WHEN LANE CLOSURES ARE NOT IN EFFECT, SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE ROADWAY. STAGGER OR OVERLAP BARRICADES TO ALLOW FOR INGRESS OR EGRESS. P) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE DIRECTED BY THE ENGINEER. D) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE WORK AREA SATURDAY THRU SUNDAY ANYTIME MONDAY THRU FRIDAY9:00 PM TO 7:00 AM DAY AND TIME RESTRICTIONS OUTSIDE STANDARD HOURS WILL REQUIRE PAYING OVERTIME FOR A CITY INSPECTOR. C) DO NOT CONDUCT ANY CONSTRUCTION OPERATIONS AS FOLLOWS, UNLESS DIRECTED BY THE CITY OF GREENVILLE. WORKING DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES. STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, ADAPT THE TRANSPORTATION MANAGEMENT PLAN, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. CLOSE THE LANE ACCORDING TO THE TRANSPORTATION MANAGEMENT PLAN, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, YEAR'S DAY IS ON A FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 P.M. THE FOLLOWING TUESDAY. HOURS AFTER THE END OF THE ECU HOMECOMING PARADE. FOR ECU HOMECOMING PARADE OCCURRING IN UPTOWN GREENVILLE BETWEEN 12 HOURS BEFORE THE START AND 12 AND/OR THE END OF THE PIRATE FEST OCCURRING IN APRIL. FOR PIRATE FEST OCCURRING IN UPTOWN GREENVILLE BETWEEN 4 HOURS BEFORE THE START AND 4 HOURS AFTER AND/OR STREET) BETWEEN 3:00 P.M. AND 10:00 P.M. FOR ECU FREEBOOT FRIDAY PEP-RALLY OCCURRING AT FIVE POINTS PLAZA IN UPTOWN (5TH STREET AND EVANS AND/OR COLISEUM BETWEEN 12 HOURS BEFORE THE START AND 12 HOURS AFTER THE END OF THE GAME. 9. FOR ECU FOOTBALL GAMES OCCURRING AT DOWDY FICKLEN STADIUM AND MEN'S BASKETBALL GAMES AT MINGES GENERAL NOTES ROAD NAME DAY AND TIME RESTRICTIONS 6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY E 4TH STREET E 3RD STREET E 2ND STREET E 1ST STREET E 4TH STREET E 3RD STREET E 2ND STREET E 1ST STREET PAVEMENT MARKINGS AND MARKERS: OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. R) PLACE ONE APPLICATION OF PAINT PAVEMENT MARKINGS FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION T) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. MARKERS. Q) INSTALL TEMPORARY PAINT PAVEMENT MARKINGS ON INTERIM LAYERS OF PAVEMENT. DO NOT INSTALL TEMPORARY PAVEMENT S) TIE TEMPORARY AND FINAL PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. TRAFFIC PATTERN(S). U) BEFORE SHIFTING TRAFFIC TO NEW LOCATIONS, CONTRACTOR SHALL REMOVE ANY MARKINGS WHICH CONFLICT WITH THE NEW GENERAL NOTES6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY 6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY 6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 TMP-2B MISCELLANEOUS: GENERAL NOTES (CONTINUED) PEDESTRIAN AND TRANSIT ACCESS / ACCOMMODATIONS: CONSTRUCTION PHASING SIDEWALK. ACCESS IMPACT. USE PEDESTRIAN CHANNELIZING DEVICES WITH R9-9 "SIDEWALK CLOSED" SIGNS AT CURB RAMPS OF IMPACTED NOTE: MINIMIZE PEDESTRIAN ACCESS IMPACT AT ALL TIMES. PHASE CROSSWALK CONSTRUCTION TO MINIMIZE PEDESTRIAN PHASE 1 STEP 1 - SECTION BETWEEN E 5TH STREET AND E 4TH STREET STEP 2 - SECTION BETWEEN E 4TH STREET AND E 3RD STREET STEP 3 - SECTION BETWEEN E 3RD STREET AND E 1ST STREET STEP 4 - E 1ST STREET SHOWN ON RSD. 1101.01. USING RSD 1101.02, CONSTRUCT THE FOLLOWING: PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS AS COORDINATION WITH THE CITY OF GREENVILLE. EE) ALL CURB RAMP LOCATIONS SHALL BE DERIVED FROM THE ROADWAY PLANS OR AS DIRECTED BY THE ENGINEER IN NECESSARY. DD) PROTECT PEDESTRIANS FROM WORK AREAS BY USE OF TEMPORARY BARRIERS, SAFETY FENCE, AND OTHER DEVICES AS SHOULD ADHERE TO PROWAG STANDARDS WHERE FEASIBLE. REMOVED FOR CONSTRUCTION OPERATIONS. THESE TEMPORARY PEDESTRIAN CONDITIONS SHALL ADHERE TO ADA STANDARDS, AND SUITABLE MATERIAL AS APPROVED BY THE ENGINEER) AT ALL LOCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY HAS BEEN CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SIDEWALKS AND RAMPS (CONCRETE, ASPHALT, OR OTHER CC) PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES AS STATED IN THE TRANSPORTATION MANAGEMENT PLAN. DETOUR ROUTE, UNLESS OTHERWISE APPROVED BY THE CITY OF GREENVILLE OR THE ENGINEER. BB) DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS ON SIDEWALKS AT ANY TIME WITHOUT APPROVED TMP-3. AWAY FROM TRAFFIC, CONSTRUCT IMPROVEMENTS BETWEEN E 5TH STREET AND E 4TH STREET CLOSE SIDEWALK AND SECTION OF PARKING LOT AS SHOWN ON TMP-4. INSTALL A PEDESTRIAN DETOUR AS NEEDED - SEE SHEET STREET. TMP-3. AWAY FROM TRAFFIC, CONSTRUCT IMPROVEMENTS AND ASSOCIATED DRAINAGE BETWEEN E 4TH STREET AND E 3RD CLOSE SIDEWALK AND SECTION OF PARKING LOT AS SHOWN ON TMP-4. INSTALL A PEDESTRIAN DETOUR AS NEEDED - SEE SHEET STREET. TMP-3. AWAY FROM TRAFFIC, CONSTRUCT IMPROVEMENTS AND ASSOCIATED DRAINAGE BETWEEN E 3RD STREET AND E 1ST CLOSE SIDEWALK AND SECTION OF PARKING LOT AS SHOWN ON TMP-5. INSTALL A PEDESTRIAN DETOUR AS NEEDED. SEE SHEET AND DETAILSCONSTRUCTION PHASING,GENERAL NOTES,WORK AREA 24" X 12" R9-9 24" X 12" R9-9 24" X 18" M4-9BL 24" X 18" M4-9BU 24" X 18" M4-9BR RAMP CURB CUT TEMPORARY WATER FILLED BARRIER 24" X 18" M4-9BR 5' MIN PEDESTRIAN WALKWAY 2' MIN 24" X 18" M4-9BL PARKING 24" X 12" R9-11a DUE TO CONSTRUCTION ARE BLOCKED BY BARRIERS OR CLOSED AND RAMPS ON OPPOSITE SIDE OF STREET INSTALL SIGN R9-11A WHEN SIDEWALK*FUTURE PARKING CURB CUT RAMP TEMPORARY FENCE SAFETY SIDEWALK RELOCATION: SF SF SF SIDEWALK EXIST EXIST SIDEWALK DETOURCROSS HERE SIDEWALK CLOSED*WITH MUTCD STANDARDS (6D.02 AND 6F.68), SHALL BE INSTALLED ALONG ALL PEDESTRIAN WALKWAYS. INSTALL TEMPORARY CURB CUT RAMPS, BARRIERS, AND PEDESTRIAN DETOUR SIGNING. DETECTABLE EDGING FOR PEDESTRIANS, IN ACCORDANCE TO PROTECT PEDESTRIANS FROM VEHICULAR TRAFFIC. DELINEATE WORK AREA WITH BARRIERS AND SAFETY FENCE (OR WATER-FILLED BARRIER). DURING CURB RAMP CONSTRUCTION, SHIFT PEDESTRIAN TRAFFIC TO FUTURE PARKING LANE AS NEEDED. DELINEATE WITH WATER-FILLED BARRIER SIGNS AS NECESSARY. AA) CONTRACTOR SHALL COORDINATE USE OF ON-STREET PARKING WITH OWNER AND FACILITIATE INSTALLATION OF 'NO PARKING' WITH TEMPORARY NO-PARKING SIGNS FOR THE DURATION OF THE PHASE (OR PROJECT). COMPLETION OF WORK WITHIN THESE AREAS. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ANY VEHICLES IN CONFLICT SIGNING AND TEMPORARILY COVER OR REMOVE EXISTING SIGNING. TEMPORARY SIGNING AND COVERS SHALL BE REMOVED UPON CONSTRUCTION ACCOMMODATIONS. WHERE APPROVED, THE CONTRACTOR WILL BE REQUIRED TO INSTALL TEMPORARY NO-PARKING Z) CONTRACTOR SHALL COORDINATE WITH THE CITY FOR TEMPORARY REMOVAL OF ON-STREET PARKING, AS NEEDED FOR D, & E ALONG 5TH STREET. LOCATIONS LISTED IN THE PROJECT SPECIFICATIONS INCLUDING BUT NOT LIMITED TO: GREENVILLE BUILD GRANT PROJECTS C, Y) CONTRACTOR SHALL COORDINATE WORK WITH OPERATIONS, SPECIAL EVENTS, AND NEARBY PROJECTS OCCURRING AT ALL PROPERTY OWNERS. DRIVEWAY CLOSURES AFFECTING EACH PROPERTY. MEETINGS, DOORHANGERS, PHONE CALLS, ETC. MAY BE USED TO INFORM SHALL BE NOTIFIED AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND/OR ROAD, INTERSECTION, AND/OR AND PROVIDE AN ESTIMATED COMPLETION DATE. PROPERTY OWNERS ADJACENT TO EACH PHASE/AREA OF CONSTRUCTION X) CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO CONSTRUCTION ADJACENT TO EACH RESPECTIVE PROPERTY DEVICES. SPACING OF ADVANCE SIGNING, PAVEMENT MARKINGS, LANE TAPERS AND CLOSURES, AND ASSOCIATED TRAFFIC CONTROL W) PER DIRECTION OF THE ENGINEER AND AS ACTUAL FIELD CONDITIONS WARRANT, THE CONTRACTOR SHALL ADJUST THE THE ENGINEER. V) LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA AND/OR INTERSECTIONS AS DIRECTED BY SPECIFICATIONS FOR LIQUIDATED DAMAGES. COMMENCEMENT AND 10 CONSECUTIVE CALENDAR DAYS BEFORE ECU'S FALL SEMESTER CLASSES BEGIN. REFER TO PROJECT COMPLETE THE WORK IN THE ECU PARKING LOT DESCRIBED IN STEP 2 BETWEEN THE MONDAY AFTER ECU'S SPRING SEMESTER INTERMEDIATE CONTRACT TIME #3:DETOURCLOSEDSIDEWALKDETOURDETOURCLOSEDSIDEWALKDETOURDETOUR24" X 18" M4-9BU THE SOUTH SIDE OF E 1ST STREET. PEDESTRIAN TRAFFIC ONTO E 1ST STREET USING THE SIDEWALK RELOCATION DETAIL BELOW TO CONSTRUCT THE CURB RAMP ON INSTALL PEDESTRIAN REFUGE LANDSCAPED MEDIAN BEFORE INSTALLING CURB RAMPS ACROSS E 1ST STREET. ROUTE 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 30'' X 24'' M4-9BDETOUR 30'' X 24'' M4-9BDETOUR A B C 36'' X 36'' AHEAD CLOSED SIDEWALK SP-200NAD 83/NA 2011TYPE III BARRICADE WORK AREA LEGEND DETOUR 30'' X 24'' TYPE III BARRICADE M4-9b DETOUR 30'' X 24'' TYPE III BARRICADE M4-9b R9-9 24'' X 12'' TYPE III BARRICADE CLOSED SIDEWALK D FE 2" MAX2" MAX2" MAX E 1ST ST E 2ND ST E 3RD ST E 4TH ST E 5 TH S T COTANCHE STEVANS STREADE STE 2ND STREADE C IR .E 1ST STE 3RD STE 4TH STE 5TH STEVANS STS WASHINGTON STS GREENE STS PITT STS HOLLY STS SUMMIT STJ OHNSTON STS JARVIS STSTUDENT STBILTMORE STS ROTARY AVEHARDING STN HOLLY STAVERY STT A R R IV E R F D E F F F D F F PEDESTRIAN DETOUR PLAN S WOODLAWN AVEB C B C E PEDESTRIAN DETOUR TMP-3 F DETOUR PLANPEDESTRIAN A E C D B A A A A A A A A DETOUR SIGN 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 NAD 83/NA 2011 TMP-4 NAD 83/NA 2011 TRAFFIC CONTROL PLANSMATCHLINE E 4TH STREET (SEE BELOW)MATCHLINE E 4TH STREET (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET TMP-5) 18"18" 18"18" CONSTRUCTION IN ECU PARKING LOT. THE PROJECT SPECIFICATIONS FOR REFER TO ICT3 ON SHEET TMP-2B AND IN 10 15R9-9 24'' X 12'' CLOSED SIDEWALK (TYP) PEDESTRIAN BARRICADE 2" MAX -G1-E 5TH STE 4TH STR9-9 24'' X 12'' CLOSED SIDEWALK (TYP) PEDESTRIAN BARRICADE 2" MAX E 3RD ST-G2- -G2--G3-OF STEP 2. REFER TO PROJECT SPECIFICATIONS FOR LIQUIDATED DAMAGES. BEGINNING OF ECU'S FALL SEMESTER. COORDINATE WITH ECU TO DETERMINE AN APPROPRIATE START DATE FOR CONSTRUCTION COMPLETE THE WORK IN THE ECU PARKING LOT DESCRIBED IN STEP 2 BETWEEN THE END OF ECU'S SPRING SEMESTER AND THE INTERMEDIATE CONTRACT TIME #2: F F F F F F F F F F CONC 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp-5.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 NAD 83/NA 2011 TMP-5-G3- STA 23+00 (SEE BELOW)NAD 83/NA 2011 TRAFFIC CONTROL PLANMATCHLINE -G3- STA 23+00 (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET TMP-4) 'NO PARKING' SIGNS AS NECESSARY. AND FACILITIATE INSTALLATION OF OF ON-STREET PARKING WITH OWNER CONTRACTOR SHALL COORDINATE USE 'NO PARKING' SIGNS AS NECESSARY. AND FACILITIATE INSTALLATION OF OF ON-STREET PARKING WITH OWNER CONTRACTOR SHALL COORDINATE USE 'NO PARKING' SIGNS AS NECESSARY. AND FACILITIATE INSTALLATION OF OF ON-STREET PARKING WITH OWNER CONTRACTOR SHALL COORDINATE USE2025R9-9 24'' X 12'' CLOSED SIDEWALK (TYP) PEDESTRIAN BARRICADE 2" MAXE 3RD ST-G3-E 2ND STE 1ST ST-G3- R9-9 24'' X 12'' CLOSED SIDEWALK (TYP) PEDESTRIAN BARRICADE 2" MAX F F F F F C C C C F F F F F F C F F F F F C C C C C C EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WR/WEXISTINGEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W15" RCPEXISTING R/WEXISTING R/WINVERT UNKNOWN CONC 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_tsh_EC.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NAD 83/NA 2011-G1- STA 10+17.00 BEGIN PROJECT G -G3- STA 27+31.28 END PROJECT G -G1- STA 11+62.14 END -G1- -G2- STA 13+50.00 BEGIN -G2- -G2- STA 17+08.46 END -G2- -G3- STA 19+84.56 BEGIN -G3-E. 5TH STE. 4TH STE. 3RD STE. 2ND STE. 1ST STEC-1A EC-1 EC-2 EC-3 EC-4 EROSION CONTROL PLANNARRATIVE DISTURBED AREAS TOWN COMMON CONNECTOR GREENWAY IMPERVIOUS AND PERVIOUS SURFACES IN PROPOSED PERVIOUS SURFACE = 0.58 AC PROPOSED IMPERVIOUS SURFACE = 0.50 AC Total Denuded Area (shaded) = 1.08 acres grass and permanent plantings. of this project. Also, approximately 0.58 acres will be vegetatively stabilized with Greenville. Approximately 0.83 acres will be disturbed during the construction and access numerous recreational, cultural, and residential destinations in bicycle and pedestrian use. It is being constructed by the City of Greenville to connect The Town Common Connector Greenway is a part of a multi-use trail system for Project Description DIRECTION OF FLOW PROJECT DENUDED AREAS (CrC & Bb). The soil types throughout the project limits are mostly sandy loams Soils erosion soils. around the project appear to be stable and do not show signs of significant 50-foot Riparian Buffer protection area. The fill slopes and drainage ditches South Tar River is protected by the Tar-Pamlico Riparian Buffer and contains a post-construction runoff for all existing system outlets that are to be retained. no new drainage patterns will be introduced. Pre-construction runoff equals existing ditches and storm drain systems and eventually flows into the Tar River thus Drainage from the project site sheet flows or makes its way through a series of moderate slopes. Land use along the project ranges from undeveloped to fully developed. The site is generally rolling and contains a couple drainage ways that are bordered by Site Description along E 1st Street. completed Town Creek Culvert project where it will tie into the Town Commons project site begins on E 5th Street. The trail then goes north along the previously The Town Common Connector is located in Pitt County, Greenville, NC. The TAR RIVER 47SCB S S S TT CB 18" RCPSTRANSFORMERS S SBOLLARDHH9' CONC 30" C&G 24" C&GHH63" CONCHH30" C&GHHHH30" C&G30" C&G 30" C&G 60" CONC CONC30" C&G E 5TH ST BSTCONC6" CONC CURB24" C&G24" C&GHH24" C&G CONC24" C&G 24" C&G CO N C 24" C&G CONC30" C&G30" C&GHH10' CONC10' CONCRAMPHCREADE CIR BST READE ST BST E 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREETPANEL 327COMM S CB RAMP HCRAMP HC WM WM 60" OAK 32" OAK 12" OAK 40" OAK CONC CONC CONC PAD MHSD L/A TEL CONC PADS EL. 44.36 (NAVD88) TBM LAG IN POLE (#2189) 9" BP 14" ORN P.N. 25976 M.B. 27 PG. 159 D.B. 3755 PG. 483 ALEXIS ROXANNE THONEN N/F PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) MHSD 18" OAK TEL S TEL WM WM 12" DW BST PANEL 309 BST CONC PAD BST 60" OAK L/A 52" OAK P.N. 29291 M.B. 15 PG. 53 M.B. 25 PG. 175 M.B. 27 PG. 159 D.B. A40 PG. 186 D.B. U 47 PG. 511 STATE OF NORTH CAROLINA N/F S 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) MHSD COMM 30" ORN L/A CB TEL S S TSP RAMP HC TMH RAMP HC WM TEL MHSD MHSD CB TMH RAMP HC MHSD RAMP HC TSP FO CAB ELEC & CLUSTER CM CLUSTER CM S DI EIPEXISTING R/WEXISTING R/WR/WEXISTING18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET3030 35 353535 40 40 40404040 454550E 4TH STE 5TH ST1 -G1-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 EC-1 EROSION CONTROL PLANSOIL STABILIZATION TIMEFRAMES STABILIZATION TIME TIMEFRAME EXCEPTIONSSITE DESCRIPTION NPDES GENERAL STORMWATER PERMIT IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. NONE NONEPERIMETER DIKES, SWALES, DITCHES AND SLOPES HIGH QUALITY WATER (HQW) ZONES SLOPES STEEPER THAN 3:1 SLOPES 3:1 OR FLATTER ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS 14 DAYS 7 DAYS 7 DAYS 7 DAYS TREE PROTECTION NOTES (APPLIES TO ALL SHEETS) LEGEND CONSTRUCTION LIMIT C TPF EXISTING CONTOUR F (SHADED ON PLANS) LIMITS OF DISTURBANCE STD DETAIL 1607.01 ON SHEET EC-8) ENTRANCE (SEE MODIFIED NCDOT TEMPORARY CONSTRUCTION 1633.01 ON SHEET EC-10) TYPE A (SEE NCDOT STD DETAIL TEMPORARY ROCK SILT CHECK DAM, (SEE DETAIL ON SHEET EC-7) TEMPORARY SILT FENCE (SEE DETAIL ON SHEET EC-7) TREE PROTECTION FENCE (SEE DETAIL ON SHEET EC-8) WATTLE CHECK & EC-9) (SEE DETAILS ON SHEETS EC-7 STORM DRAIN INLET PROTECTION (SEE DETAIL ON SHEET EC-7) SILT FENCE OUTLET SPECIAL SEDIMENT CONTROL FENCE/ CONTRACTORS EXPENSE. OR NEAER CONSTRUCTION ENTRANCES MUST BE REPAIRED AT THE CITY ENGINEER. ANY DAMAGE TO EXISTING CURB AND GUTTER AT EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY ADJACENT TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES GENERAL NOTES (TYPICAL ALL SHEETS): OF ROADS, DRIVEWAYS, OR PARKING LOTS. CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF 13.) DO NOT ALLOW CONCRETE DUST/WASTE/WASTEWATER INTO STORM DRAIN OR OFF-SITE. ALL SEDIMENT MUST BE STABILIZATION 12.) USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUT/FILL SLOPES INCLUDING BASINS AS NECESSARY FOR REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL. IN DITCHES. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE 11.) ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO USE AT A GIVEN TIME. URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD TO STRUCTURES. MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE 10.) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING 9.) SEE SHEET SHEET EC-5 FOR GENERAL CONSTRUCTION SCHEDULE/SEQUENCE 8.) NO BURNING WILL BE ALLOWED ON THE PROJECT. 7.) INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF. NPDES PERMIT NO. NCG010000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND 15A NCAC 04B.0131. SELF-INSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CONDITIONS OF THE RAINFALL EVENT OF ONE INCH AND GREATER. SUBMIT SELF-INSPECTION REPORT WITHIN 15 DAYS OF THE INSPECTION. 6.) ALL EROSION CONTROL MEASURES MUST BE SELF-INSPECTED ONCE A WEEK OR WITHIN 24 HOURS OF ANY FENCE RUNS. 5.) SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS ARE ENCOUNTERED ALONG SILT STORM DRAINS ARE INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS. 4.) WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR LOCATIONS MUST BE MODIFIED AS THE BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. SILT FROM PUMPED EFFLUENT DURING COSNTRUCTION. IF COFFER DAMS ARE UTILIZED, A COFFER DAM DETAIL MUST BLOACKAGE, REPLACE BAG WHEN ƒ FULL OF SEDIMENT, AND PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN COFFER DAM AND PUMP AROUND. IF SILT BAGS ARE UTILIZED, CONTRACTOR TO INSPECT BAG FOR DAMAGE AND OR CONTRACTOR SHALL PLAN TO ISOLATE AND DEWATER EXCAVATED AREAS AS NEEDED USING SILT BAGS AND/OR 3.) PIPES SHALL BE INSTALLED/REPLACED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION) AT THE CONTRACTOR'S EXPENSE. DAMAGE TO EXISTING CURB AND GUTTER, ROADS, OR PARKING LOTS AT CONSTRUCTION ENTRANCES MUST BE REPAIRED FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY 2.) CONTRACTOR TO ENSURE THAT ALL ROADWAYS, PARKING LOTS, AND CURB LINES ADJACENT TO THIS PROJECT ARE 1.) ALL EROSION CONTROL MEASURES TO BE WITHIN LIMITS OF DISTURBANCE. OF ENERGY, MINERAL, AND LAND RESOURCES. DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION APRIL 1, 2019 ISSUED BY THE NORTH CAROLINA NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE COMPLYWITH THE REGULATIONS SET FORTH BY THE THESE EROSION AND SEDIMENT CONTROL PLANS TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTH. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 INCHES OF MULCH OR GRAVEL SHALL BE CREATED 11. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.10. ANY GRADING, CONSTRUCTION, DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE CONSULTING ARBORIST.9. TREATMENTS CAN BE APPLIED. IF DAMAGE SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT SO THAT APPROPRIATE 8. TREE-SAFE AND NOT EASILY TRANSPORTED BY WATER. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES USED ON SITE MUST BE 7. AND NOT BY CONSTRUCTION PERSONNEL. COORDINATE WITH CITY PRIOR TO PERFORMING ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION. MUST BE PERFORMED BY A QUALIFIED ARBORIST 6. NO MATERIALS, EQUIPMENT, SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE.5. TUNNELED OR BORED UNDER THE TREE. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. IF LINES MUST TRAVERSE THE PROTECTION AREA, THEY SHALL BE 4. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES. 3. REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CITY OR AUTHORIZED AGENT. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. 2. STORAGE AREAS, AND TREE PROTECTION MEASURES. BEFORE BEGINNING WORK, THE CONTRACTOR IS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, 1. TREE PRESERVATION CONSTRUCTION SPECIFICATIONS:MATCHLINE E 4TH STREET (SEE SHEET EC-2)LIMITS (TYP) 2' FROM CONSTRUCTION INSTALL SILT FENCE LIMITS OF DISTURBANCE (TYP) ENTRANCE CONSTRUCTION INSTALL GRAVEL CONSTRUCTION SITE) (OR LOCATION NEAR ENTRANCE TO PLACE PERMITS RECORD BOX HERE ENTRANCE CONSTRUCTION INSTALL GRAVEL 10 F F F 47CONC WALKS L/ABOLLARD T SBOLLARDCONCCONC30" C&G30" C&G24" C&G 24" C&G 24" C&GBST24" C&G2 4" C&G2 4" C&G24" C&G 24" C&GCONCCONCHHE 4TH ST BSTE 3RD ST BSTBOLLARD WALK CONC (M.B. 20 PG. 66)(60' PUBLIC R/W; B/B VARIES)E. 3RD STREET12" ORN 14" ORN 12" ORN L/A EL. 34.84 (NAVD88) TBM TOP OF HYD. (#1862) PERMANENT DRAINAGE EASEMENT & CULVERT CONC HW (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215) S CONC PANEL 313 CONC PAD FH BST BST BST P.N. 29290 M.B. 15 PG. 52 M.B. 20 PG. 70 D.B. K38 PG. 712 D.B. A40 PG. 186 STATE OF NORTH CAROLINA N/F BST L/A 18" ORN S BST (M.B. 20 PG. 66) 18" OAK 12" OAK L/A COMM L/A 30" OAK L/A 21" OAK 21" OAK 24" OAK CB MHSD 12" ORN 12" ORN 12" ORN TMH 12" ORN VAULTS WATER PAD CONC S 18" ORN MHSD TRANSFORMER CONC PAD MHSD EIR EASEMENT 20' SANITARY SEWER EXISTING R/WEXISTING R/WEXISTING R/WL/A INVERT UNKNOWN (M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET15 2 02 0 2 0 25 2 5 25 30 3 03030 3535 35 3535404045 45 50 E 3RD ST2 -G2--G3--G2-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 EC-2 EROSION CONTROL PLANLEGEND (SHADED ON PLANS) LIMITS OF DISTURBANCE CONSTRUCTION LIMIT (SEE DETAIL ON SHEET EC-7) TEMPORARY SILT FENCE (SEE DETAIL ON SHEET EC-7) TREE PROTECTION FENCE STD DETAIL 1607.01 ON SHEET EC-8) ENTRANCE (SEE MODIFIED NCDOT TEMPORARY CONSTRUCTION 1633.01 ON SHEET EC-10) TYPE A (SEE NCDOT STD DETAIL TEMPORARY ROCK SILT CHECK DAM, (SEE DETAIL ON SHEET EC-8) WATTLE CHECK & EC-9) (SEE DETAILS ON SHEETS EC-7 STORM DRAIN INLET PROTECTION (SEE DETAIL ON SHEET EC-7) SILT FENCE OUTLET SPECIAL SEDIMENT CONTROL FENCE/ EXISTING CONTOUR (APPLIES TO ALL SHEETS) TPF STOCKPILE AREA STAGING AND MATCHLINE -G3- STA 18+50 (SEE SHEET EC-3)MATCHLINE E 4TH STREET (SEE SHEET EC-1)LIMITS (TYP) 2' FROM CONSTRUCTION INSTALL SILT FENCE SILT FENCE (TYP) AND REINFORCED INSTALL J-HOOK LIMITS OF DISTURBANCE (TYP) APPLY TO ALL LOCATIONS. DISTURBING EXISTING TREES. NECESSARY TO AVOID ADJUST SILT FENCE AS 1 FT WEIR HEIGHT. AFTER PIPE IS INSTALLED (TYP). SILT FENCE AROUND TOP OF CULVERTS CLEARING AND GRUBBING. INSTALL AT ALL DRAINAGE OUTLETS DURING INSTALL ROCK SILT CHECK, TYPE A AND CONCRETE WASHOUT AREA STAGING, STORAGE, STOCKPILE, ENTRANCE CONSTRUCTION INSTALL GRAVEL ENTRANCE CONSTRUCTION INSTALL GRAVEL ENTRANCE CONSTRUCTION INSTALL GRAVEL 18"18" 18"18" MH TO JB W/ CONVERT CB 18" RCP EXISTING RETAIN EXIST BOX TIE TO 15" RCP-IV 15" RCP-IV ORETAIN RETAIN PROPOSED CB PROPOSED CB 15" RCP RETAIN EXISTING PROPOSED CB PROPOSED CB PROPOSED CB 15" RCP-I V 15" RCP-IV 15" RCP-IV 15TYP 8.5' TYP 8.5' TYP9'TYP9' TYP 9' F F F F F F F 47 S CBCBCBCBS 72" CHL 72" CHL & CULVERT CONC HW & CULVERT CONC HW R IPR A PR IPRA P RIPRAPCONCCONC 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) 100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 P.N. 16488 D.B. 936 PG. 698 G. MONTAQUILA ROBERT T. MONTAQUILA AND WIFE, LUCY N/F PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PANEL 314 MHSD TRANSFORMER RIPRAP 15" GUM 42" SYC P.N. 26144 D.B. 3606 PG. 780 BROWN & BROWN OF CAROLINA, LLC N/F M.B. 22 PG. 85 SECOND STREET APARTMENTS P.N. 26145 D.B. 2296 PG. 41 ERIC PAYNE N/F HVAC 1SBKDUPLEX HVAC MHSD RIPRAPRIPRAP 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66)EXISTING R/WEIP EIP 36" PECANEXISTING R/WNOT VISIBLE END OF PIPE P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F1010 10101010 15 15 1515152 02020202020 25 252525303030E 3RD ST4 3 -G3-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 EC-3 (APPLIES TO ALL SHEETS) LEGEND CONSTRUCTION LIMIT C TPF EXISTING CONTOUR F (SHADED ON PLANS) LIMITS OF DISTURBANCE STD DETAIL 1607.01 ON SHEET EC-8) ENTRANCE (SEE MODIFIED NCDOT TEMPORARY CONSTRUCTION 1633.01 ON SHEET EC-10) TYPE A (SEE NCDOT STD DETAIL TEMPORARY ROCK SILT CHECK DAM, (SEE DETAIL ON SHEET EC-7) TEMPORARY SILT FENCE (SEE DETAIL ON SHEET EC-7) TREE PROTECTION FENCE (SEE DETAIL ON SHEET EC-8) WATTLE CHECK & EC-9) (SEE DETAILS ON SHEETS EC-7 STORM DRAIN INLET PROTECTION (SEE DETAIL ON SHEET EC-7) SILT FENCE OUTLET SPECIAL SEDIMENT CONTROL FENCE/ FROM STA. 20+00 TO STA. 20+70 -G3- RT Flatter3:1 or b=2 Ft. d=1 Ft. Type of Liner= Class 'B' Rip-Rap b DETAIL 1 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 3:1D Flatter3:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 20+70 TO STA. 21+00 -G3- RT DETAIL 2 Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner=Class 'B' Rip-Rap Slope Ditch Front Ground Natural Geotextile Flatter3:1 or D3:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 21+00 TO STA. 23+00 -G3- RT DETAIL 3 Min. D=1.0 Ft. Ground Natural Slope Ditch Front EROSION CONTROL PLANMATCHLINE -G3- STA 18+50 (SEE SHEET EC-2)MATCHLINE -G3- STA 23+00 (SEE SHEET EC-4)ENTRANCE CONSTRUCTION INSTALL GRAVEL LIMITS (TYP) 2' FROM CONSTRUCTION INSTALL SILT FENCE SILT FENCE (TYP) AND REINFORCED INSTALL J-HOOK LIMITS OF DISTURBANCE (TYP) APPLY TO ALL LOCATIONS. DISTURBING EXISTING TREES. NECESSARY TO AVOID ADJUST SILT FENCE AS 1 FT WEIR HEIGHT. AFTER PIPE IS INSTALLED (TYP). SILT FENCE AROUND TOP OF CULVERTS CLEARING AND GRUBBING. INSTALL AT ALL DRAINAGE OUTLETS DURING INSTALL ROCK SILT CHECK, TYPE A CB-ERETAI NRETAI NSEE DETAIL 3 SPECIAL CUT 'V' DITCH EST. 20 S.Y. GFD EST. 9 TONS CL-B RIPRAP SEE DETAIL 2 SPECIAL CUT 'V' DITCH EST. 35 S.Y. GFD EST. 15 TONS CL-B RIPRAP SEE DETAIL 1 TOE PROTECTION RETAIN EST 12 SY GFD EST 4 TONS CLASS I RIP RAP RIP RAP OUTLET PROTECTION INSTALL FLARED END SECTION END SECTION INSTALL FLARED RCP- I V 1 8 " 20F F F F F C C C C F F 4718" RCPSS 15" HDPE15" CMP8" LST24" HDPE72" CHL 7 2" CHLCB CBCONC HEAD WALLRI PRAP30" C&G30" C&G24" C&G 24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET100 AND 500 YEAR FLOOD BOUNDARY SCALED FROM FEMA FIRM EFFECTIVE JULY 7, 2014 24" SYC 14" ELM 15" PECAN 30" ELM 12" TWIN ELM 24" TWIN ELM 12" HICKORY M.B. 22 PG. 85 SECOND STREET APARTMENTS 15" HICKORY 14" SYC 15" TWIN BEECH 8' DRAINAGE EASEMENT (M.B. 22 PG. 85) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EIP EIP PANEL 322 CONC U/C CONC P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F FROM FEMA FIRM EFFECTIVE JULY 7, 2014 100 AND 500 YEAR FLOOD BOUNDARY SCALED 14" HICKORY 20" ELM 12" TWIN GUM 21" SYC RIPRAP RIPRAP 30" TWIN ELM 15" ELM 12" HICKORY 21" SYC 12" ELM 27" TRIPLE SYC 18" HICKORY 12" GUM14" GUM12" GUM 14" GUM 12" SYC 20" TWIN SYC 24" GUM RIP R AP 12" ELM 1SBKDUPLEX 12" HICKORY 12" ELM 24" ELM 21" PECANEL. 34.57 (NAVD88) TBM LAG IN POLE (#2188) 42" HICKORY P.N. 21948 M.B. 15 PG. 89 D.B. 3867 PG. 838 D.B. 3317 PG. 37 THE DEVELOPMENT TRUST, LLC N/F CONC EIP P.N. 85999 M.B. 15 PG. 89 D.B. 3866 PG. 429 THE DEVELOPMENT TRUST, LLC N/F 18" GUM 12" GUM 20" HICKORY 15" GUM 18" SYC 20" GUM 24" GUM 12" TWIN GUM 32" OAK M.B. 1 PG. 131 LANG PROPERTY 36" OAK 12" HICKORY HICKORY 15" TRIPLE 15" TWIN HICKORY 20" HICKORY HVAC P.N. 04585 D.B. 3324 PG. 247 JIM BLOUNT PROPERTIES, LLC N/F1SFDUPLEX GRAVEL SAT MHSDEXISTING R/WEXISTING R/W P.N. 23797 M.B. 84 PG. 37 D.B. 3785 PG. 116 CITY OF GREENVILLE N/F M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC5 55510101010101015 15151515 15202020202025252525252530303030E 1ST STE 2ND ST3 5 6 7 8 -G3- -G3-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NAD 83/NA 2011 EC-4 EROSION CONTROL PLAN(APPLIES TO ALL SHEETS) LEGEND CONSTRUCTION LIMIT C TPF EXISTING CONTOUR F (SHADED ON PLANS) LIMITS OF DISTURBANCE STD DETAIL 1607.01 ON SHEET EC-8) ENTRANCE (SEE MODIFIED NCDOT TEMPORARY CONSTRUCTION 1633.01 ON SHEET EC-10) TYPE A (SEE NCDOT STD DETAIL TEMPORARY ROCK SILT CHECK DAM, (SEE DETAIL ON SHEET EC-7) TEMPORARY SILT FENCE (SEE DETAIL ON SHEET EC-7) TREE PROTECTION FENCE (SEE DETAIL ON SHEET EC-8) WATTLE CHECK & EC-9) (SEE DETAILS ON SHEETS EC-7 STORM DRAIN INLET PROTECTION (SEE DETAIL ON SHEET EC-7) SILT FENCE OUTLET SPECIAL SEDIMENT CONTROL FENCE/3:1D Flatter3:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 25+00 TO STA. 25+24 -G3- RT DETAIL 4 Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner=Class 'B' Rip-Rap Slope Ditch Front Ground Natural Geotextile MATCHLINE -G3- STA 23+00 (SEE SHEET EC-3)LIMITS (TYP) 2' FROM CONSTRUCTION INSTALL SILT FENCE LIMITS (TYP) FENCE 2' FROM CONSTRUCTION INSTALL TREE PROTECTION SILT FENCE (TYP) AND REINFORCED INSTALL J-HOOK LIMITS OF DISTURBANCE (TYP) ENTRANCE CONSTRUCTION INSTALL GRAVEL APPLY TO ALL LOCATIONS. DISTURBING EXISTING TREES. NECESSARY TO AVOID ADJUST SILT FENCE ASRETAINRETAIN SEE DETAIL 4 SPECIAL CUT 'V' DITCH (LAY 18" THICK) EST. 35 S.Y. GFD EST. 17 TONS CL-B RIPRAP PROTECTION ABUTMENT AND DITCH 25F F F F C F F F F F C C C C C C 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.-G3-21+00 LT RIPRAP OUTLET PROTECTION below the riprap has taken place, or if stones have been dislodged. Immediately make all needed repairs to prevent further damage. Inspect riprap outlet structures weekly and after significant (1/2 inch or greater) rainfall events to see if any erosion around or MAINTENANCE:EROSION CONTROL DETAILSEC-6 ALIGNMENT STATION RT/LT RIP RAP CLASS RIP RAP (TONS)LENGTH OF APRON (FT) AT PIPE OUTLET (FT) WIDTH OF APRON FILTER FABRIC (SY) RIP RAP OUTLET PROTECTION CLASS I 87 10 15 Do La Do + La3Do 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.Shoulders, Side Ditches, Slopes (3:1) Date Type Planting Rate Jun. 15-Aug. 15 (Nov. 1-Mar. 1) combinations are possible. those which do well under local conditions: other seeding rate vegetation of denuded areas. The above vegetation rates are for additional information concerning other alternatives for Consult Conservation Engineer or Soil Conservation Service or Add Weeping Lovegrass or Add Hulled Common Bermudagrass Tall Fescue *** & Browntop Millet *** or Sorghum-Sudan Hybrids *** (unhulled-unscarified) & Tall Fescue Add Abruzzi Rye Sericea Lespedeza may be shaded out. grow over 12 inches in height before mowing, otherwise, fescue desired permanent vegetation. Do not allow temporary cover to *** Temporary - Reseed according to optimum season for SEEDING SCHEDULE Date Type Aug. 15-Nov. 1 Nov. 1-Mar. 1 Mar. 1-Apr. 15 Mar. 1-Jun. 1 (Mar. 1-Jun. 30) (Mar. 1-Apr. 15) (Mar. 1-Jun. 30) Jun. 1-Sep. 1 Sep. 1-Mar. 1 Tall Fescue Tall Fescue Tall Fescue Tall Fescue Slopes (3;1 to 2:1) & Abruzzi Rye Hulled Common Bermudagrass & Browntop Millet *** or Sorghum-Sudan Hybrids *** Sericea Lespedeza (scarified) and Add Tall Fescue 25 lbs./acre 25 lbs./acre 12 lbs./acre 35 lbs./acre 30 lbs./acre 50 lbs./acre 5 lbs./acre 8 lbs./acre 35 lbs./acre 30 lbs./acre 70 lbs./acre Apr. 15-Jun. 15 1) 2) 3) 4) 5) 6) 7) seeded and planted to a depth of six inches. After rough grading is completed, till soil in areas to be disturbed areas to be vegetated. Apply agricultural lime, fertilizer, and superphosphate to 40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre) 35 lbs. 10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre) 90 lbs. limestone/1000 sq. ft. (2 tons/acre) Seeding permanent grass. November 15. February 15 through May 15 or August 15 through 3.0 lbs. KY-31 tall fescue/1000 sq. ft. (130 lbs./acre) during -OR- sq. ft. during November 15 through February 15. 3.0 lbs. KY-31 tall fescue and 2.0 lbs. annual ryegrass/1000 of 3 inches. Mulch around shubbery and trees with pine straw to depth Temporary cover -OR- 1.0 lbs. brown top millet/1000 sq. ft. May through August 25. 1.0 lbs. annual ryegrass/1000 sq. ft. August 25 through April. Date surface is uniform and free of large dirt clods. Disk nutrients into soil to a depth of six inches until 1) 2) 3) 4) 5) 6) 7) SEEDING SPECIFICATIONS CONSTRUCTION SEQUENCE MAINTENANCE PLAN fine gravel or sand may be needed to protect the filter cloth. Where large stones are used or machine placement is difficult, a 4-inch layer of If extensive damage is suspected, remove and replace the entire sheet. of filter material with a minimum overlap of 12 inches around the damaged area. If damage occurs remove the riprap and repair the sheet by adding another layer next section as required. Take care not to damage the cloth when placing riprap. ground and where necessary, bury the lower end of the cloth or overlap with the the overlap. Bury the upstream end of the cloth a minimum of 12 inches below Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along Synthetic filter fabric - Place the cloth filter directly on the prepared foundation. layers with minimal mixing. specified depth. Where more than one layer of filter material is used, spread the foundation is prepared. For gravel, spread filter stone in a uniform layer to the Sand and gravel filter blanket - Place the filter blanket immediately after the ground inside dimensions and grade of the riprap meet design specifications. sufficiently to allow placement of the riprap in a manner such that the finished will be at the elevation of the surrounding area. Channels should be excavated material. Cut the subgrade sufficiently deep that the finished grade of the riprap depressions with riprap. Remove brush, trees, stumps and other objectional to a density approximating that of the surrounding undisturbed material or overfill lines and grades shown on the plans. Compact any fill required in the subgrade Subgrade Preparation - Prepare the subgrade for riprap and filter to the required CONSTRUCTION SPECIFICATIONS flow. Control of weed and brush growth may be needed in some locations. vigorous condition to protect the area from erosion and scour during out-of-bank immediately. Maintain all vegetation adjacent to the channel in a healthy, look for indications of piping, scour holes, or bank failures. Make repairs where concentrated flow enters. Carefully check stability at road crossings and promptly. Give special attention to the outlet and inlet sections and other points Inspect channels at regular intervals as well as after major rains, and make repairs MAINTENANCE riprap should be apparent. of the riprap should blend with the surrounding area. No overfall or protrusion of stone sizes to produce a relatively smooth, uniform surface. The finished grade stones. Hand placing may be necessary to achieve the proper distribution of The finished slope should be free of pockets of small stone or clusters of large the stones. stone sizes. Take care not to dislodge the underlying base or filter when placing riprap by dumping through chutes or other methods that cause segregation of final placement. Place riprap to its full thickness in one operation. Do not place be obtained by selective loading at the quarry and controlled dumping during a minimum of voids. The desired disbribution of stones throughout the mass may of the filter. Place riprap so that if forms a dense, well-graded mass of stone with Stone Placement - Placement of riprap should follow immediately after placement RIP RAP (6.15) LAND GRADING (6.02) TOPSOILING (6.04) GRASS-LINED CHANNELS (6.30)VEGETATIVE PLAN (NCDENR 6.11) retain sediment. Sediment barriers - Use sediment fences or other barriers where necessary to All stockpile areas used shall be stabilized with silt fence and seeded. topsoil is stockpiled in small piles located near areas where they will be used. traffic routes. On large sites, respreading is easier and more economical when Select stockpile location to avoid slopes and natural drainageways, avoiding STOCKPILING basins, diversions, and other controls into place before stripping. generally varies along a gradient from hilltop to toe of the slope. Put sediment soil cores at several locations within each area to be stripped. Topsoil depth but depth varies depending on the site. Determine depth of stripping by taking roadbuilding, or compaction by equipment. A 4 to 6-inch stripping depth is common, Strip topsoil only from those areas that will be disturbed by excavation, filling, STRIPPING identified by their extremely light weight when dry. Organic soils such as mucks and peats do not make good topsoil. They can be if it meets the other criteria listed above. desirable; however, material excavated from deeper layers may be worth storing Generally, the upper part of the soil, which is richest in organic matter, is most thickness affect the ease of excavation and spreading of topsoil. Soil factors such as rock fragments, slope, depth to water table, and layer The depth of material meeting the above qualifications should be at least 2 inches. Sodium - sodium adsorption ratio should be less than 12. Soluble salts - should be less than 500 ppm. it is less than 6.0. Acidity - pH should be greater than 3.6 before liming, and liming is required if greater than 1.5% by weight. Organic matter content - (sometimes referred to as "humic matter") should be soils such as peat or muck as topsoil. loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay handling. Quality topsoil has the following characteristics: Determine whether the quality and quantity of available topsoil justifies selective MATERIALS CONSTRUCTION SPECIFICATIONS to avoid excessive mixing of topsoil into the subsoil. After topsoil application, follow procedure for seedbed preparation, taking care between topsoil and subsoil. after spreading topsoil. A disk may be used to promote bonding at the interface On slopes and areas that will not be mowed, the surface may be left rough high-maintenance turf is to be established. germination. Light packing with a roller is recommended where but avoid excessive compaction, as it increases runoff and inhibits seed Compact the topsoil enough to ensure good contact with the underlying soil, water pockets. topsoiling or other operations to prevent the formation of depressions or wet or frozen. Correct any irregularities in the surface that result from Do not spread topsoil while it is frozen or muddy or when subgrade is SPREADING TOPSOIL the soil to a depth of at least 6 inches before spreading topsoil. the topsoil and subsoil. If no amendments have been incorporated, loosen by disking or scarifying to a depth of at least 4 inches, to ensure bonding of Roughening - Immediately prior to spreading the topsoil. loosen the subgrade Incorporate lime to a depth of at least 2 inches by disking. recommended by soil tests or specified for the seeding mixture to be used. soil is composed of heavy clays, incorporate agricultural limestone in amounts Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the approved plan and do not alter them by adding topsoil. Grading - Maintain grades on the areas to be topsoiled according to the such as diversions, berms, dikes, waterways, and sediment basins. Before spreading topsoil, establish erosion and sedimentation control practices SITE PREPARATION growth. must be stabilized with permanent vegetation to control erosion and weed Permanent vegetation - If stockpiles will not be used within 12 months they formation of the stockpile. as possible, no more than 30 working days or 120 calendar days after the Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre at a rate of 450 gallons emulsion per acre of straw. of all drainage swales, tack mulch with asphalt emulsion surface equals or exceeds a 3:1 slope, and in the inverts sunlight to seedlings. On areas where the ground of ground surface should be visible to avoid blocking sq. ft. (2 tons/acre). Spread uniformly. Approximately• Mulch seeded area with small grain straw at 90 lbs/1000 6. The City of Greenville contact is Lynn Raynor, (252) 329-4620 within 7 to 14 days or sooner following completion of construction or development. requirements. Permanent ground cover is to be provided for all disturbed areas latest NPDES Rules dated August 2011 for more information on ground stabilization within 7 to 14 days or sooner of completion of any phase of grading. Refer to the 5. The Contractor shall provide ground cover on exposed slopes or other areas vegetative cover. according to specifications in the vegetative plan to maintain a vigorous, dense 4. The Contractor shall fertilize, reseed as necessary, and mulch all seeded areas barrier. feet deep at the fence. Silt fence will be repaired as necessary to maintain a 3. The Contractor shall remove sediment from behind silt fence when it becomes 0.5 the sediment pools no longer drains properly. capacity has been approximately 50% filled. Gravel will be cleaned or replaced when 2. The Contractor shall remove sediment from erosion control devices when storage and logged after every one inch of rainfall and once a week. The rain gauge must be kept onsite and inspections by the Contractor must be made System (NPDES) general stormwater permit, a rain gauge must be installed on site. maintain all practices as designed. Also per National Pollutant Discharge Elimination once every week. Any needed repairs will be made immediately by the Contractor to and operation following every runoff producing rainfall but in no case less than 1. The Contractor shall check all erosion and sediment control practices for stability is an essential part of an effective erosion and sedimentation control plan. maintenance of small eroded areas before they become significant gullies washouts or breaks occur, repair them immediately. Prompt remove all sediment from diversion and other water-disposal practices. If sedimentation control practices, especially after heavy rainfalls. Promptly Periodically check all graded areas and the supporting erosion and MAINTENANCE stabilization of these areas in the plan. make sure they are adequately protected from erosion. Include final 12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and 15 working days or longer. measures on all graded areas when work is to be interrupted or delayed for completed on each area in the grading plan. Apply temporary stabilization 11. Permanently stabilize all graded areas immediately after final grading is with approved methods. 10. Handle seeps or springs encountered during construction in accordance during all phases of development. 9. Keep diversions and other water conveyance measures free of sediment slippage. 8. Do not place fill on a frozen foundation, due to possible subsidence and materials into fill slopes. 7. Do not incorporate frozen material or soft or highly compressible related problems. the layers as required to reduce erosion, slippage, settlement, or other 6. Place all fill in layers not to exceed 9 inches in thickness, and compact building debris, and other materials inappropriate for constructing stable fills. 5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps, other objectionable material that would affect the planned stability of the fill. 4. Clear and grub areas to be filled to remove trees, vegetation, roots, or placing topsoil. 3. Scarify areas to be topsoiled to a minimum depth of 2 inches before it for use in finishing the grading of all critical areas. 2. Remove good topsoil from areas to be graded and filled, and preserve construction schedule. measures in accordance with the approved sedimentation control plan and 1. Construct and maintain all erosion and sedimentation control practices and CONSTRUCTION SPECIFICATIONS GRASS-LINED CHANNELS (6.30) the channel freely. 3. Remove and properly dispose of all excess soil so that surface water may enter preparations and sod buildup. during seedbed plans plus a 0.2-ft overcut around the channel perimeter to allow for bulking 2. Excavate the channel and shape it to neat lines and dimensions shown on the foundation area and dispose of properly. 1. Remove all trees, brush, stumps, and other objectionable material from the CONSTRUCTION SPECIFICATIONS Panicum rigidulum Redtop Panic Grass Carex lupulina Hop Sedge Juncus effusus Soft Rush Carex lurida Lurid (shallow) Sedge Scirpus cyperinus Wool Grass Saururus cernuus Lizard's Tail Carex squarrosa Squarrose Sedge SPECIES NAME COMMON NAME 2. APPLICATION RATE OF 20 LBS/AC 1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL. 1WETLAND SEED MIX 60 10 10 7 5 4 4 MIX PERCENTAGE 2 SCIENTIFIC NAME COMMON NAME Red TopAgrostis alba Virginia Wild RyeElymus virginicus SwitchgrassPanicum virgatum Gamma GrassTripsicum dactyloides Pennsylvania SmartweedPolygonum pennsylvanicum Little BluestemSchizachyrium scoparium Soft RushJuncus effusus TickseedBidens aristosa Lance-leaved coreopsisCoreopsis lanceolata Deer TonguePanicim clandestinum Big BluestemAndropogon gerardii indiangrassSorgastrum nutans 1: A SIMILAR MIXTURE CAN BE USED WITH APPROVAL BY ENGINEER. RIPARIAN BUFFER SEEDING PLAN 1 PER CENT COMPOSITION 10 15 15 5 5 5 5 10 10 5 5 10 HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX" PER ACRE SHALL BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS A RIPARIAN SEED MIX AT THE RATE OF ¼ LB PER 1,000 SQ FT OR 10 LBS protection for the channel. condition at all times, since it is the primary erosion carrying capacity. Keep the grass in a healthy, vigorous significant sediment accumulations to maintain the designed stability and evidence of piping or scour holes. Remove all check the channel outlet and all road crossings for bank Immediately make repairs. It is particularly important to check the channel; check it after every heavy rainfall event. after every rainfall. After grass is established, periodically During the establishment period, check grass-lined channels MAINTENANCE velocities during the establishment period. a temporary liner sufficient to withstand anticipated selection of species. Protect the channel with mulch or will depend upon the severity of the conditions and 4. The procedure used to establish grass in the channel CONSTRUCTION SPECIFICATIONS EROSION CONTROL DETAILSEC-5 new NCGO1 permit regardless of when they are approved. Notice of Intent (e-NOI) form. All construction activities are required to follow the approved on or after April 1, 2019 are required to fill out and submit an electronic this plan set. Please note that any construction activities that have an ES&C Plan 3. The Inspection, Recordkeeping, and Reporting Plan sheet is on sheet EC-12 of until the e-NOT has been filled out. Notice of Termination (e-NOT). A $100 annual general permit fee will be charged inspection report, the permittee shall visit deq.nc.gov/ NCG01 to submit an electronic the E&SC Plan. After DEMLR informs the permittee of the project close out, via 2. When the project is complete, the permittees shall contact DEMLR to close out be kept on site, preferably in a permits box, and accessible during inspection. approved. A copy of the E&SC permit, the COC, and a hard copy of the plan must Please note, the e-NOI form may be only be filled out once the plans have been filling out the electronic Notice of Intent (e-NOI) form at deq.nc.gov/ NCG01. be obtained before any land disturbing activities occur. The COC can be obtained by 1. Erosion and Sediment Control (E&SC) permit and a certificate of coverage must to the construction sequence: The NCG01 permit became effective on April 1, 2019 and added the following notes cannot access the form, please contact NCDEQ Land Quality Section at (252) 946-6481. and PDF from at http://portal.ncdenr.org/web/lr/erosion. If you have questions or 15A NCAC 4B.0131. The Self-Inspection Report form is available as a Word Document permanent ground cover is established in accordance with NCGS 113A-54.1 and inspections must be conducted after each phase of the project, and continue until and sedimentation control measures according to the approved plan. The The focus of the self-inspection report is the installation/maintenance of erosion for Construction Activities. from the weekly self-monitoring program of the NPDES Stormwater Permit inspections took effect October 1, 2010. The self-inspection program is separate control plan is being followed. Rules detailing the documentation of these phase of the project to make sure that the approved erosion and sedimentation persons responsible for land-disturbing activities inspect a project after each The Sedimentation Pollution Control Act was amended in 2006 to require that Notification of Land Resources Sediment and Erosion Control Self-Inspection Program: maintain management control. construction activities are needed, amend the sequence schedule in advance to of and until permanent vegetation on the project is established. When changes in during the demolition or clearing and grubbing phases as well as throughout the life and sediment control measures must be installed, maintained and adjusted as needed Follow the construction sequence throughout project development. Adequate erosion MAINTENANCE until the e-NOT has been filled out. Notice of Termination (e-NOT). A $100 annual general permit fee will be charged inspection report, the permittee shall visit deq.nc.gov/NCGOI to submit an electronic E&SC Plan. After DEMLR informs the permittee of the project close out, via 13. When the project is complete, the permittee shall contact DEMLR to close out the removed. Contractor must receive permission by project inspector before any measures are maintenance and vegetative plan. removed, restored as existing, and permanently vegetated as described in the and material area stockpile areas, and all other erosion control devices shall be 12. AFTER SITE IS STABILIZED, construction entrances, and construction staging 11. Site includes approximately 0.58 acres of permanent vegetation area. 10. Estimated time before final stabilization is 12 months. after rainfall events. Needed repairs will be made immediately. 9. All erosion and sediment control practices will be inspected weekly and devices maintained. shall have temporary vegetative ground cover established and erosion control ceases for more than the above mentioned length of time, all disturbed areas areas and slopes shall be stabilized within 14 days. If work on the project 3:1, and high quality (HQW) zones should be stabilized within 7 days. All other requirements. In summary, perimeter dikes, swales, ditches, slopes steeper than Rules dated August 2011 for more information on ground stabilization or sooner of completion of any phase of grading. Refer to the latest NPDES specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days 8. All graded areas will be seeded, fertilized and mulched according to NCDOT and mulch. 7. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed 6. Complete final grading for trail. as necessary, place silt fence around all temporary crossings and culverts as needed. stabilize 2:1 slopes as indicated. Modify silt fence placement around trail and outlets place reinforced silt fence as shown. Place additional erosion control matting and 5. In accordance with the erosion control plans, grade trail, install crosspipes, and erosion control devices. protection fence, construction entrance, temporary stream crossings, and all other 4. Prior to any land disturbing (including demolition) activities, install silt/tree 3. Flag the work limits for protection. beginning or entrance of project. inspection. It is recommended that these items be placed in a permits box at the Coverage, and S&E plan are required to be maintained on site and accessible during 2. Per NPDES requirement, a rain gauge, self-inspections, records, permit, Certificate of and invite NCDEQ Regional LQS contact number is (252) 946-6481. 1. Hold preconstruction conference at least one week prior to starting construction CONSTRUCTION SPECIFICATIONS 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.POLY BARRICADE FABRIC (TYPICAL) HIGH-TENSILE STRENGTH, ORANGE, UV RESISTANT, VARIABLE AS DIRECTED BY THE ENGINEER FRONT VIEW 32" MIN WIDTHPOLY BARRICADE FABRIC (TYPICAL) HIGH-TENSILE STRENGTH, ORANGE, UV RESISTANT, WARNING SIGN 4" 4" 4"3'-0"2'-0"SIDE VIEW WARNING SIGN DETAIL 18" 40" 3" STEEL POST WOVEN WIRE FABRIC GRADE 3" 3" NOTES DO NOT ENTER TREE PROTECTION AREA DO NOT ENTER TREE PROTECTION AREA WARNING SIGN 10' O.C. MAXIMUM EXTENDS TO TOP OF BOX GALVANIZED HARDWARE WIRE POSTS 2'-0" IN GROUND STANDARDIZED METAL ABOVE TOP OF BOX TO A HEIGHT OF 12"-18" MIN. #57 WASHED STONE PLACED 3' 2' 16" 2' #57 STONE 2 1 METAL POST 2' CONSTRUCTION SPECIFICATIONS 1. As synthetic fabric, use a previous sheet of nylon, polyester, or ethylene yarn - extra strength (50 lb/1 inch minimum) - that contains ultraviolet ray inhibitors and stabilizers. Fabric should be sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be used for short-term applications. It must be replaced every 60 days. 2. Cut fabric from a continuous roll to eliminate joints. 3. For stakes, use 5-foot steel posts. 4. Space stakes evenly around the perimeter of the inlet a maximum of 4 ft apart, and securely drive them into the ground, approximately 24 inches deep. 5. Place a 2 foot flap of wire mesh under the gravel for anchoring. 6. Fasten fabric securely to the stakes and frame. Joints must be overlapped to the next stake. 7. The top of the frame and fabric must be well below the ground elevation downslope from the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary dike on the down slope side of the structure to prevent bypass flow. Material from within the sediment pool may be used for diking. MAINTENANCE Inspect the fabric barrier after each rain and make repairs as needed. Remove sediment from the pool area as necessary to provide adequate storage volume for the next rain. Take care not to damage or undercut the fabric during sediment removal. 8. #57 washed stone shall be paid for at the contract unit price per ton "Sediment Control Stone." CLOTH ‚" HARDWARE STANDARD SILT FENCE OUTLET SIDE VIEW FRONT VIEW HARDWARE CLOTH WIRE FENCE STEEL FENCE POST GRADE THE TRENCH AND SILT FENCE FABRIC 6 INCHES INTO BURY WIRE FENCE, HARDWARE CLOTH, :NOTE GRADE 18" FABRIC SILT FENCE WIRE FENCEMAXIMUM 2 FEET APART STEEL FENCE POST SET # 57 WASHED STONE FILTER OF 1 INCH DIAMETER PLAN VIEW # 57 WASHED STONE FILTER OF 1 INCH DIAMETER STEEL FENCE POST ON WIRE FENCE SILT FENCE FABRIC ON WIRE FENCE HARDWARE CLOTH HARDWARE CLOTH HARDWARE CLOTH BY 12 INCHES SILT FENCE FABRIC TO OVERLAP :NOTE FLOW DIRECTION FLOWFLOWFLOWINCHES 12 OVERLAP INCHES 12 OVERLAP 6" AS A REPAIR OF SILT FENCE FAILURES. ACRE AND THERE IS A LOW AREA. USE DRAINAGE AREA DOES NOT EXCEED 1/4 USE SILT FENCE OUTLETS ONLY WHEN :NOTE LINE WIRES MINIMUM 10 GAUGE FRONT VIEW STANDARD TEMPORARY SILT FENCE AREAS OF CONCENTRATED FLOW. DOES NOT EXCEED 1/4 ACRE AND NEVER IN USE SILT FENCE ONLY WHEN DRAINAGE AREA :NOTE VARIABLE AS DIRECTED BY THE ENGINEER WIRE FROM TOP INSTALLED TO SECOND SILT FENCE FABRIC INTERMEDIATE WIRES GAUGE 2 1MINIMUM 12 GRADE 8'-0" MAXIMUM TREE PROTECTION DETAIL SIGNS SHALL BE INCIDENTAL TO THE FENCE. BASED ON ACTUAL FIELD CONDITIONS. ADDITIONAL SIGNS MAY BE REQUIRED BY THE CITY OR NCDENR, MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. SIGN PER PROTECTION AREA. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. Should the fabric of a tree protection fence collapse, tear, decompose or become ineffective, replace it promptly. Inspect tree protection fences at least once a week and after each rainfall. Make any required repairs immediately. MAINTENANCE: DIRECTED BY ENGINEER ANCHOR SKIRT AS OVER SKIRT 8" MINIMUM COVER GRADE FILL SLOPE WOVEN WIRE FABRIC 3'-0"2'-0"* * *AREAS OF CONCENTRATED FLOW. DOES NOT EXCEED 1/4 ACRE AND NEVER IN USE SILT FENCE ONLY WHEN DRAINAGE AREA :NOTE USE SILT FENCE OUTLET DETAIL FOR REPAIR OF SILT FENCE FAILURES * ** VERTICALLY AND 4" HORIZONTALLY. BE TRENCHED IN, AT A MINIMUM, 8" MANUAL FIGURE 6.62A (6.62.5). SKIRT MUST SEDIMENT CONTROL PLANNING AND DESIGN REQUIREMENTS, PER NCDENR EROSION AND ANCHOR SKIRT FOLLOWING SKIRT TRENCH 1.33 LB/LF STEEL POST FENCE GEOTEXTILE FABRIC ORANGE UV RESISTENT SILT SIDE VIEW stabilized. after the contributing drainage area has been properly deposits and bring the area to grade and stabilize it Remove all fencing materials and unstable sediment the fence during cleanout. pressure on the fence. Take care to avoid undermining adequate storage volume for the next rain and to reduce Remove sediment deposits as necessary to provide Replace hardware cloth every 60 days. decompose or become ineffective, replace it promptly. Should the fabric of a sediment fence collapse, tear, repairs immediately. a week and after each rainfall. Make any required Inspect sediment fences and fence outlets at least once MAINTENANCE: DETAIL SHOWN ABOVE. FROM STANDARD TEMPORARY SILT FENCE FOLLOW MAINTENANCE REQUIREMENTS :NOTE EROSION CONTROL DETAILSEC-7 HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.NATURAL GROUND NATURAL GROUND FLOW 2'(MAX.) CROSS SECTION CROSS SECTION TRAPEZOIDAL DITCH VEE DITCH EDGE OF PAVEMENT ISOMETRIC VIEW PAVEMENT SHLD. SLOPE BACK SLOPEDITCH STAKE 2' UPSLOPE MATTING STAKE 2' DOWNSLOPE STAKE 2' UPSLOPE MATTING STAKE 2' DOWNSLOPE TOP VIEW 6'(MIN.) 18"(MIN.) EXCELSIOR WATTLE STAKE UPSLOPE STAKE DOWNSLOPE MATTING MATTING See Inset B INSET B STAPLES VAR. 2'(MIN.) 2 IN. See Inset A INSET A STAKES WATTLE DETAIL10020 * * *REVISED TO MEET NCDEQ REQUIREMENTS inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable materials spilled, washed, or tracked onto public roadways. Maintain the stone pad in a condition to prevent mud or sediment from leaving the construction site. This may require periodic topdressing with 2-inch stone. After each rainfall, MAINTENANCE: Inspect inlet pipe and bag for damage and blockage. Replace bag when 3/4 full of sediment. Provide a sufficient quantity of bags to contain silt from pumped effluent during construction. MAINTENANCE: 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP. 1. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY. MAINTENANCE: STANDARD SPECIFICATIONS. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE SOIL. BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE DIRECTED. WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS NOT ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL CROSS SECTION. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE. NOTES: WATTLE. CARRYING SEDIMENT OVER THE WATTLE, AND PREVENT LARGE FLOWS FROM THE CHANNEL TO DRAIN THROUGH THE DAMAGE TO CHANNEL VEGETATION, ALLOW WATTLES AS NEEDED TO PREVENT REMOVE SEDIMENT ACCUMULATED BEHIND THE PORTION OF THE CHANNEL. PROTECTIVE RIPRAP LINER IN THAT OCCURS BETWEEN WATTLES, INSTALL A IMMEDIATELY. IF SIGNIFICANT EROSION THE DAM. CORRECT ALL DAMAGE FROM HIGH FLOWS AROUND THE EDGES OF ABOVE THE WATTLE AND EROSION ANTICIPATE SUBMERGENCE AND DEPOSITION DAMAGE AFTER EACH RUNOFF EVENT. INSPECT WATTLES AND CHANNELS FOR MAINTENANCE:EROSION CONTROL DETAILSEC-8 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.BEEN PROPERLY STABILIZED. PROTECTION MEASURE DURING CLEANOUT. REMOVE ALL INLET PROTECTION MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FUNCTION FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE INLET PROTECTION MEASURE. TAKE CARE TO AVOID UNDERMINING THE INLET INSPECT STANDARD PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE PLYWOOD COLLAPSE, BREAK, OR BECOME INEFFECTIVE, REPLACE IT MAINTENANCE: GUTTER PIPE GEOTEXTILE BAG BLOCK (TYP) RUBBER 2"X2"X3/4" SACK INSTALLED FILTER PROFILE VIEW OF PERMITTIVITY FLOW RATE APPARENT OPENING SIZE UV RESISTANCE TRAPEZOID TEAR MULLEN BURST PUNCTURE GRAB TENSILE ELONGATION GRAB TENSILE STRENGTH PROPERTIES TEST METHOD UNITS PERMITTIVITY FLOW RATE APPARENT OPENING SIZE UV RESISTANCE TRAPEZOID TEAR MULLEN BURST PUNCTURE GRAB TENSILE ELONGATION GRAB TENSILE STRENGTH PROPERTIES TEST METHOD UNITS LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE RESTRAINT EXPANSION ROPE COLORED NYLON 1/4" BRIGHTLY ELEVATION VIEW RESTRAINT NYLON ROPE EXPANSION 1/4" BRIGHTLY COLORED (SEE DETAIL) PROTECTION FILTER SACK INLET non-degradable materials. with ultraviolet stabilizers or a seamless, high-density polyethylene of seamless, high-density polyethylene photodegradable materials treated leaf mulch under this specification. Utilize an outer netting that consists netting material. Do not use straw, straw fiber, straw bales, pine needles or fibers or hardwood mulch or a mix of these materials enclosed by a flexible Composed of compacted geotextiles, curled excelsior wood, natural coconut Produced by a Manufacturer experienced in sediment tube manufacturing. Use inlet tubes that exhibit the following properties: Materials Inlet Tubes ISOMETRIC VIEW (IF NEEDED) OR SILT FENCE SEDIMENT TUBE DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION. NOTE: USE INLET TUBES AS NEEDED TO PREVENT SILT AND (OPTIONAL) OVERFLOW HOLES LOCATION. COLLECTION SEDIMENT SACK AT A TO EMPTY FILTER REBAR FOR A HANDLE 1" REBAR. USE LOOPS SIZED FOR FOR HANDLES. INLET USING REBAR FILTER BAG FROM 1" REBAR. LIFT LOOPS SIZED FOR ASTM D-4491 ASTM D-4491 ASTM D-4751 ASTM D-4355 ASTM D-4533 ASTM D-3786 ASTM D-4833 ASTM D-4632 ASTM D-4632 0.55 SEC -1 40 GAL/MIN/SQ FT 40 US SIEVE 80 % 120 LBS 800 PSI 120 LBS 20 % 300 LBS ASTM D-4491 ASTM D-4491 ASTM D-4751 ASTM D-4355 ASTM D-4533 ASTM D-3786 ASTM D-4833 ASTM D-4632 ASTM D-4632 1.5 SEC -1 200 GAL/MIN/SQ FT 20 US SIEVE 90 % 45 LBS 420 PSI 135 LBS 20 % 265 LBS SURFACE. OR UNDER SURROUNDING SECURE LIFTING LOOPS TO INLET GRATE INLET BOX. MATCH THE INSIDE LENGTH OF THE GRATED THE LENGTH, "L", OF THE FILTER SACK WILL 7. BE BETWEEN 18 INCHES AND 36 INCHES. THE DEPTH, "D", OF THE FILTER SACK WILL 6. INLET BOX. MATCH THE INSIDE WIDTH OF THE GRATED THE WIDTH, "W", OF THE FILTER SACK WILL 5. INSPECT PER REGULATORY REQUIREMENTS.4. CONCERN. PURCHASED WHEN OIL SPILLS ARE A AN OIL ADSORBENT PAD OR PILLOW CAN BE 3. SPECIFICATIONS TABLE. EXCEEDS REQUIREMENTS IN THE POLYPROPYLENE FABRIC THAT MEETS OR GEOTEXTILE WILL BE A WOVEN 2. SEEN. EXPANSION RESTRAINT CAN NO LONGER BE EMPTY FILTER SACK WHEN BRIGHTLY COLORED 1. Inspector or Manufacturer's Representative at the contractor's expense. Replace inlet tubes damaged during installation as directed by the Inlet tubes may be temporarily moved during construction as needed. Inspection and Maintenance: underlying surface and the inlet tube. Install inlet tubes lying flat on the ground, with no gaps between the :Installation NOT TO SCALE INLET TUBES "SILT SOCK"FILTER SACK INLET PROTECTION NOT TO SCALE TUBE SEDIMENT WEIGHTED not to damage the inlet protection device during sediment removal. to provide adequate storage volume for the next rain. Take care MAINTENANCE: Remove sediment from the pool area as necessary STORM DRAIN UNDER CONSTRUCTION STONE FILTER INLET PROTECTION FOR Across Pipe Inlet Washed Stone Filter Steel Fence Post Storm Drain Upstream End of Across Pipe Inlet Washed Stone Filter Steel Fence Post Storm Drain Upstream End of UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT Hardware Cloth Overflow Diameter 1/3 Pipe Hardware Cloth Overflow Diameter 1/3 Pipe STORM DRAIN UNDER CONSTRUCTION PLYWOOD INLET PROTECTION FOR Upstream End of Storm Drain 3/4" Exterior Plywood Diameter 1/3 Pipe Upstream End of Storm Drain 3/4" Exterior Plywood Diameter 1/3 Pipe PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT Trench Bury Bottom of Plywood Trench Bury Bottom of Plywood UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. J-HOOK DETAIL TOP WITH WIRE. ADJACENTLY AND BIND AT PLACE POSTS (STAKES) SHEET FLOW SHEET FLOW J-HOOK J-HOOK SILT FENCE J-HOOK PLACEMENT FABRIC CONTINUOUS FENCE (AS NEEDED) 40-80' SPACING METAL STAKE TEMPORARY SILT FENCE DETAIL. FOLLOW MAINTENANCE REQUIREMENTS FROM STANDARD NOTE: PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE. TO DIRECT RUN-OFF TO SILT FENCE OUTLETS AND NOTE: USE SILT FENCE J-HOOK PLACEMENT AS NEEDED EROSION CONTROL DETAILSEC-9 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.MAINTAIN DESIGN HEIGHT AND CROSS SECTION. THE CHANNEL TO DRAIN THROUGH THE STONE SILT CHECK, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAROCK SILT CHECKS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN SILT CHECKS, INSTALL A PROTECTIVE RIPRAP INSPECT ROCK SILT CHECKS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE ROCK SILT CHECK AND EROSION MAINTENANCE: EC-10 TYPE "ABOVE GRADE" WITH STRAW BALES (TYP) STRAW BALE10 mil PLASTIC LINING B PLAN NOT TO SCALE (OR EQUIVALENT) SIGN DETAIL CONCRETE WASHOUT 2" 8" STEEL WIRE 1.12" DIA DETAIL STAPLE 10' MINIMUM VARIES 10 mil PLASTIC LINING PLAN NOT TO SCALE 10 mil PLASTIC LINING WITH TWO STAKES ENTIRE PERIMETER FASTENED AROUND WOOD FRAME SECURELY WOOD FRAME 2X12 ROUGH TWO-STACKED (TYP) STAKE WITH WOOD PLANKS TYPE "ABOVE GROUND" SECTION B-B NOT TO SCALE B B VARIES 10' MINIMUM AA 10 mil PLASTIC LINING BERM NOT TO SCALE TYPE "BELOW GRADE" WASHOUT CONCRETE STRAW BALE VARIES 10' MINIMUM BINDER WIRE (OPTIONAL) NATIVE MATERIAL (2 PER BALE) STAPLES (2 PER BALE) METAL STAKES WOOD OR SECTION B-B NOT TO SCALE 10 mil PLASTIC LINING B PAINTED WHITE 48"X24" PLYWOOD 6" HEIGHT BLACK LETTERS LAG SCREWS 36" 36" 3' 3 SIDES FLAGGING ON LATH AND 3.5"X3.5"X8' WOOD POST BERM PLAN SECTION A-A NOT TO SCALE SANDBAG 10 mil PLASTIC LINING SANDBAG CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION. 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED. 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM FACILITY. 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. MAINTENANCE: NOTES: 75% OF THE STRUCTURES CAPACITY. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES EQUIPMENT CONTRACTOR USES WIDTH OF CONSTRUCTION VEHICLE/ MUD MAT DETAIL MUD MAT EQUI PMENT CONTRACTOR USESLENGTH OF CONSTRUCTI ON VEHI CLE/ ISOMETRIC VIEW MANUFACTURE SPECIFICATION MAT OVERLAP PER 2 5' MI NCONSTRUCTI ON ENTRANCE2 5' MI NCONSTRUCTI ON ENTRANCE(6" MIN) RAILING (6" MIN) RAILING (6" MIN DEPTH) AGGREGATE COARSE 2" TO 3" ITEM. INCIDENTAL TO THE MUD MAT PAY APPROACHES TO MUD MAT SHALL BE 6. CONSTRUCTION ENTRANCE MAT FOR APPROVAL. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD DETERMINED BY THE ENGINEER. MINIMIZE IMPACTS OR 4. NUMBER AND LOCATION OF MUD MATS TO THE CONTRACTOR. TIMELY MAINTENANCE MUST BE PROVIDED BY FREQUENT CHECKS OF THE DEVICE AND BOARDWALK CONSTRUCTION. LIMIT IMPACTS FOR BRIDGE AND UTILIZED IN WETLAND AREAS TO 3. MUD MAT(S) SHALL BE DIRECT FLOW OF MUD INTO WETLAND. CONDITION WHICH WILL PREVENT TRACKING OR 2. MAINTENANCE: MUST BE MAINTAINED IN A CONSTRUCTION VEHICLES. PROVIDE FOR UTILIZATION BY ALL 1. MUD MAT(S) SHOULD BE LOCATED TO NOTES:EROSION CONTROL DETAILS 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.EC-11 EROSION CONTROL DETAILSNCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 may not apply depending on site conditions and the delegated authority having jurisdiction. delegated authority having jurisdiction. All details and specifications shown on this sheet permittee shall comply with the Erosion and Sediment Control plan approved by the sections of the NCG01 Construction General Permit (Sections E and F, respectively). The activity being considered compliant with the Ground Stabilization and Materials Handling Implementing the details and specifications on this plan sheet will result in the construction THE NCG01 CONSTRUCTION GENERAL PERMIT GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH techniques in the table below: Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the GROUND STABILIZATION SPECIFICATION Do not store hazardous chemicals, drums or bagged materials directly on the ground.3. Place hazardous waste containers under cover or in secondary containment.2. Create designated hazardous waste collection areas on-site.1. HAZARDOUS AND TOXIC WASTE to a recycling or disposal center that handles these materials. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products 6. problem has been corrected. Remove leaking vehicles and construction equipment from service until the 5. hazardous waste (recycle when possible). Collect all spent fluids, store in separate containers and properly dispose as 4. project. Identify leaks and repair as soon as feasible, or remove leaking equipment from the 3. Provide drip pans under any stored equipment.2. Maintain vehicles and equipment to prevent discharge of fluids.1. EQUIPMENT AND VEHICLE MAINTENANCE On business days, clean up and dispose of waste in designated waste containers.9. Dispose waste off-site at an approved disposal facility.8. containers overflow. Empty waste containers as needed to prevent overflow. Clean up immediately if 7. Anchor all lightweight items in waste containers during times of high winds.6. provide secondary containment. Repair or replace damaged waste containers. Cover waste containers at the end of each workday and before storm events or 5. from upland areas and does not drain directly to a storm drain, stream or wetland. Locate waste containers on areas that do not receive substantial amounts of runoff 4. waters unless no other alternatives are reasonably available. Locate waste containers at least 50 feet away from storm drain inlets and surface 3. receptacle) on site to contain construction and domestic wastes. Provide a sufficient number and size of waste containers (e.g dumpster, trash 2. Never bury or burn waste. Place litter and debris in approved waste containers.1. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE with properly operating unit. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace Monitor portable toilets for leaking and properly dispose of any leaked material. 3. high foot traffic areas. Provide staking or anchoring of portable toilets during periods of high winds or in 2. on a gravel pad and surround with sand bags. offset is not attainable, provide relocation of portable toilet behind silt fence or place streams or wetlands unless there is no alternative reasonably available. If 50 foot Install portable toilets on level ground, at least 50 feet away from storm drains, 1. PORTABLE TOILETS Do not stockpile these materials onsite.4. or surface water. If a spill occurs, clean area immediately. possible or where they may spill or leak into wells, stormwater drains, ground water Do not store herbicides, pesticides and rodenticides in areas where flooding is 3. accidental poisoning. label, which lists directions for use, ingredients and first aid steps in case of Store herbicides, pesticides and rodenticides in their original containers with the 2. restrictions. Store and apply herbicides, pesticides and rodenticides in accordance with label 1. HERBICIDES, PESTICIDES AND RODENTICIDES caused by removal of washout. in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance At the completion of the concrete work, remove remaining leavings and dispose of 10. products, follow manufacturer's instructions. components when no longer functional. When utilizing alternative or proprietary overflow events. Replace the tarp, sand bags or other temporary structural Remove leavings from the washout when at approximately 75% capacity to limit 9. limits. Post signage on the washout itself to identify this location. Install at least one sign directing concrete trucks to the washout within the project 8. approving authority. entrance pad in front of the washout. Additional controls may be required by the Locate washouts in an easily accessible area, on level ground and install a stone 7. spills or overflow. install protection of storm drain inlet(s) closest to the washout which could receive can be shown that no other alternatives are reasonably available. At a minimum, Locate washouts at least 50 feet from storm drain inlets and surface waters unless it 6. be pumped out and removed from project. discharged to the storm drain system or receiving surface waters. Liquid waste must sections. Stormwater accumulated within the washout may not be pumped into or Do not use concrete washouts for dewatering or storing defective curb or sidewalk 5. types of temporary concrete washouts provided on this detail. review and approval. If local standard details are not available, use one of the two alternate method or product is to be used, contact your approval authority for Install temporary concrete washouts per local requirements, where applicable. If an 4. lot perimeter silt fence. addition place the mixer and associated materials on impervious barrier and within Manage washout from mortar mixers in accordance with the above item and in 3. and state solid waste regulations and at an approved facility. Dispose of, or recycle settled, hardened concrete residue in accordance with local 2. Do not discharge concrete or cement slurry from the site.1. CONCRETE WASHOUTS erosion on disturbed soils for temporary or permanent control needs. as vegetative, physical or chemical coverage techniques that will restrain accelerated with the approved plan and any additional requirements. Soil stabilization is defined Stabilize stockpile within the timeframes provided on this sheet and in accordance 4. Provide stable stone access point when feasible.3. five feet from the toe of stockpile. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 2. available. and surface waters unless it can be shown no other alternatives are reasonably 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls Show stockpile locations on plans. Locate earthen-material stockpile areas at least 1. EARTHEN STOCKPILE MANAGEMENT A A BELOW GRADE WASHOUT STRUCTURE (TYP.) SIDE SLOPE 1:1 10 MIL PLASTIC LINING 3'-0"MAX.& X'MIN.SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGH COHESIVE & LOW FILTRATION SOIL BERM 8"2' HIGH COHESIVE & LOW FILTRATION SOIL BERM (TYP.) 1:1 SIDE SLOPE PLASTIC LINING 10 MIL B B 3'-0"MAX.& X'MIN.A OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) CLEARY MARKED WITH SIGNAGE NOTING DEVICE. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE REACHES 75% OF THE STRUCTURES CAPACITY. BE MAINTAINED WHEN THE LIQUID AND/OR SOLID 2. THE CONCRETE WASHOUT STRUCTURES SHALL 1. ACTUAL LOCATION DETERMINED IN FIELD NOTES: SIGNAGE NOTING DEVICE. NEEDS TO BE CLEARY MARKED WITH 3.CONCRETE WASHOUT STRUCTURE INCHES OF FREEBOARD. HOLDING CAPACITY WITH A MINIMUM 12 CAPACITY TO PROVIDE ADEQUATE REACHES 75% OF THE STRUCTURES WHEN THE LIQUID AND/OR SOLID STRUCTURES SHALL BE MAINTAINED 2. THE CONCRETE WASHOUT FIELD 1. ACTUAL LOCATION DETERMINED IN NOTES: STRUCTURE WITH LINER ONSITE CONCRETE WASHOUT WASHOUT CONCRETE WASHOUT CONCRETE PLAN NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE SILT FENCE MIN10' MIN 10' SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes surface stable against accelerated erosion until permanent ground stabilization is achieved. activity. Temporary ground stabilization shall be maintained in a manner to render the practicable but in no case longer than 90 calendar days after the last land disturbing ground stabilization shall be converted to permanent ground stabilization as soon as After the permanent cessation of construction activities, any areas with temporary Note: Site Area Description Timeframe variations there is zero slope -10 days for Falls Lake Watershed unless ditches, perimeter slopes and HQW Zones -7 days for perimeter dikes, swales, land disturbance days after ceasing many calendar Stabilize within this 7 7 7 14 None None perimeter slopes swales, ditches, and Perimeter dikes, (a) (HQW) Zones High Quality Water (b) 3:1 Slopes steeper than (c) allowed not steeper than 2:1, 14 days are If slopes are 10' or less in length and are Slopes 3:1 to 4:1(d) flatter than 4:1 Areas with slopes (e) 14 -10 days for Falls Lake Watershed Zones ditches, perimeter slopes and HQW -7 days for perimeter dikes, swales, length and with slopes steeper than 4:1 -7 days for slopes greater than 50' in Locate paint washouts at least 50 feet away from storm drain inlets and surface PAINT AND OTHER LIQUID WASTE construction sites. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from 5. Containment must be labeled, sized and placed appropriately for the needs of site.4. 3.Contain liquid wastes in a controlled area. waters unless no other alternatives are reasonably available. 2. Do not dump paint and other liquid waste into storm drains, streams or wetlands.1. or surrounded by secondary containment structures. Store flocculants in leak-proof containers that are kept under storm-resistant cover 5. offsite. Provide ponding area for containment of treated Stormwater before discharging 4. PAMS/Flocculants and in accordance with the manufacturer's instructions. Apply flocculants at the concentrations specified in the NC DWR List of Approved 3. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.2. construction, selecting from the NC DWR List of Approved PAMS/Flocculants. Select flocculants that are appropriate for the soils being exposed during 1. POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 6" 7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.EC-12 EROSION CONTROL DETAILSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 were delayed shall be noted in the Inspection Record. performed upon the commencement of the next business day. Any time when inspections greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be which it is safe to perform the inspection. In addition, when a storm event of equal to or personnel to be in jeopardy, the inspection may be delayed until the next business day on below. When adverse weather or site conditions would cause the safety of the inspection Self-inspections are required during normal business hours in accordance with the table SECTION A: SELF-INSPECTION SELF-INSPECTION, RECORDKEEPING AND REPORTING PART III NOTE: The rain inspection resets the required 7 calendar day inspection requirement. following items pertaining to the E&SC plan shall be documented in the manner described: approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The The approved E&SC plan as well as any approved deviation shall be kept on the site. The E&SC Plan Documentation1. SECTION B: RECORDKEEPING SELF-INSPECTION, RECORDKEEPING AND REPORTING PART III [40 CFR 122.41]. upon request maintained for a period of three years after project completion and made available All data used to complete the Notice of Intent and older inspection records shall be (c) shown to provide equal access and utility as the hard-copy records. electronically-available records in lieu of the required paper copies will be allowed if a similar inspection form that includes all the required elements. Use of the required observations on the Inspection Record Form provided by the Division or Records of inspections made during the previous 30 days. The permittee shall record (b) This general permit as well as the certificate of coverage, after it is received. (a) requirement not practical: Division provides a site-specific exemption based on unique site conditions that make this and available for agency inspectors at all times during normal business hours, unless the site In addition to the E&SC Plan documents above, the following items shall be kept on the 2. Additional Documentation 858-0368 or (919) 733-3300. reported to the Division's Emergency Response personnel at (800) 662-7956, (800) other requirements listed below. Occurrences outside normal business hours may also be the appropriate Division regional office within the timeframes and in accordance with the After a permittee becomes aware of an occurrence that must be reported, he shall contact Reporting Timeframes and Other Requirements2. environment. Noncompliance with the conditions of this permit that may endanger health or the (c) Anticipated bypasses and unanticipated bypasses.(b) (Ref: 40 CFR 302.4) or G.S. 143-215.85. of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA Releases of hazardous substances in excess of reportable quantities under Section 311 (a) They are within 100 feet of surface waters (regardless of volume).· They cause sheen on surface waters (regardless of volume), or· They are less than 25 gallons but cannot be cleaned up within 24 hours,· They are 25 gallons or more, · Oil spills if:(b) Visible sediment deposition in a stream or wetland.(a) Permittees shall report the following occurrences: Occurrences that must be reported1. SECTION C: REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING PART III ENGINEERPROFESS I ONA L SEAL 047653NORTHCAROLINA CL A Y T . POO LETOTAL BILL OF MATERIALS TOTAL LUMP SUM 1BOARDWALK TIMBER LUMP SUM S-1 SPECIFICATION MATERIAL AND WORKMANSHIP DESIGN DATA WATER ELEVATIONS FOUNDATIONS GENERAL NOTES PLANS OR IN THE SPECIAL PROVISIONS. ROADS AND STRUCTURES, 2018 EDITION, UNLESS OTHERWISE SPECIFIED ON THE CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE NORTH1. APPROACH RAILINGS STRUCTURAL TIMBER AND LUMBER TEMPERATURE LOAD_____________________________PER AASHTO6. SEISMIC LOAD__________________________________PER AASHTO5. WATER LOAD____________________________________PER AASHTO4. WIND LOAD_____________________________________PER AASHTO3. VEHICULAR LIVE LOAD__________________________AASHTO H-52. UNIFORM PEDESTRIAN LIVE LOAD_______________90 PSF1. INCLUDE COST IN INCIDENTAL ITEMS. ADDITIONAL PAYMENT FOR DEWATERING WILL NOT BE ALLOWED. CONTRACTOR SHALL 3. END BRIDGE: 7.0 FEETii. BEGIN BRIDGE: 8.0 FEETi. TIMBER BOARDWALKA. ARE AS FOLLOWS: THE GROUND WATER ELEVATIONS, AS DETERMINED DURING GEOTECHNICAL BORINGS,2. ON WEATHER CONDITIONS AND SEASONAL FLUCTUATIONS. THE ACTUAL WATER ELEVATION DURING CONSTRUCTION MAY VARY DEPENDING THE WATER ELEVATIONS SHOWN IN THE PLANS ARE FOR INFORMATION ONLY AND1. PILE TYPE (LIN. FT.) TOTAL LENGTH BILL OF MATERIAL - PILES END BENT 1 BENT 1 BENT 2 BENT 3 BENT 5 BENT 4 BENT 6 BENT 7 BENT 8 BENT 9 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER * TIMBER BOARDWALK - 26+18.94 -G3- APPROACH RAILINGS SHALL BE FLARED AT 15 DEGREES, UNLESS SHOWN OTHERWISE. APPROACH RAILINGS SHALL BE PROVIDED AT END BENTS AS SHOWN ON THE PLANS.1. 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER 8" DIA. TIMBER BENT 10 BENT 11 BENT 12 BENT 13 BENT 14 BENT 15 BENT 16 BENT 17 8" DIA. TIMBERBENT 18 8" DIA. TIMBEREND BENT 2 54 54 58 60 60 1 80 58 56 54 78 1 78 54 56 58 79 60 62 56 52 52 STRUCTURAL GENERAL NOTES SPACINGS. ALL LONGITUDINAL RAILING MEMBERS SHALL SPAN A MINIMUM OF TWO RAIL POST14. EACH POST. PREDRILL AS REQUIRED TO AVOID SPLITTING. (4), #8 x 3-•" HOT-DIP GALVANIZED WOOD SCREWS, CONFORMING TO ASTM A153, AT ATTACH SIDE RAIL TO POST USING TWO (2), AND TOP RAIL TO POST USING FOUR 13. AVOID SPLITTING. CONFORMING TO ASTM A153, AT EACH JOIST. PREDRILL AS REQUIRED TO WOOD SCREWS, ATTACH FLOOR DECKING TO EACH JOIST USING TWO (2) #12 X 5" HOT-DIP GALVANIZED 12. AVOID SPLITTING. CONFORMING TO ASTM A153, AT EACH SIDE OF BLOCKING. PREDRILL AS REQUIRED TO ATTACH BLOCKING TO JOIST USING TWO (2) #12 x 5" HOT-DIP GALVANIZED WOOD SCREWS, 11. BETWEEN THE WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT. ALL BOLTED CONNECTIONS SHALL INCLUDE OVERSIZED OGEE WASHERS INSTALLED10. CONFORMING TO ASTM F436, UNLESS NOTED OTHERWISE. TO ASTM F3125 GRADE A325, WITH NUTS CONFORMING TO ASTM A563 AND WASHERS ALL FASTENERS, CONNECTORS AND BOLTS SHALL BE HOT-DIP GALVANIZED AND CONFORM 9. ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.8. MANUFACTURER RECOMMENDATIONS, WITH ALL FASTENER HOLES FULLY POPULATED. UNLESS NOTED OTHERWISE, MECHANICAL WOOD CONNECTIONS SHALL BE INSTALLED PER 7. PRESERVATION SOLUTION PRIOR TO INSTALLING BOLTS. ALL SAW CUTS, BOLT HOLES, AND OTHER HOLES SHALL BE TREATED WITH APPROPRIATE 6. ALL VERTICAL MEMBERS SHALL BE PLUMB.5. MAXIMUM SPACING BETWEEN DECKING MEMBERS SHALL BE ‚". 4. EACH DECKING MEMBER SHALL BE INSTALLED BARK SIDE UP TO PREVENT CUPPING. 3. DECKING, PEDESTRIAN RAILING COMPONENTS, ALL OTHER LUMBER: UC3BC. BACKWALLS, WINGWALLS, CAP BEAMS AND STRINGERS: UC4BB. PILES: UC4CA. SPECIFICATION A, TO THE REQUIREMENTS OF THE FOLLOWING USE CATEGORIES: (CCA OR ACQ) IN ACCORDANCE WITH AWPA STANDARD U1, COMMODITY TIMBER AND LUMBER SHALL BE TREATED WITH WATERBORNE PRESERVATIVES2. SECTION 1082 OF THE STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE. WITH A MOISTURE CONTENT OF 19% OR LESS, MEETING THE REQUIREMENTS OF COMPONENTS SHALL BE PRESSURE TREATED SOUTHERN PINE SURFACE DRY (S4S) ALL PILING, STRUCTURAL FRAMING, DECKING, NAILERS, AND PEDESTRIAN RAIL1. TIMBER PILES SHALL HAVE A MINIMUM TIP DIAMETER OF 8". OF THE STANDARD SPECIFICATIONS. PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUB ARTICLE 450.3(D)(S) ESTIMATED ENERGY RATING DOES NOT RELEASE THE CONTRACTOR FROM OF 19,000 FT.-LBS. WILL BE REQUIRED TO DRIVE TIMBER PILES. THIS IT HAS BEEN ESTIMATED THAT A HAMMER WITH A MINIMUM ENERGY RATING ENGINEER. THE TIMBER INDICATOR PILES HAS BEEN APPROVED BY A LICENSED GEOTECHNICAL TIMBER PRODUCTION PILES SHALL NOT BE ORDERED UNTIL THE CAPACITY OF ANALYSIS. BEEN CONFIRMED WITH THE RESULTS OF THE TIMBER INDICATOR PILE DRIVING TIMBER PRODUCTION PILES SHALL NOT BE ORDERED UNTIL THEIR LENGTH HAS THE TIMBER INDICATOR PILE INSTALLATION. RECOMMENDATIONS AND ARE SUBJECT TO CHANGE FOLLOWING THE RESULTS OF TIMBER PRODUCTION PILE LENGTHS PROVIDED ARE BASED ON GEOTECHNICAL LICENSED GEOTECHNICAL ENGINEER OR TECHNICIAN. INSTALLATION OF THE TIMBER INDICATOR PILES SHALL BE OBSERVED BY A 50-FOOT-LONG TIMBER INDICATOR PILES SHALL BE USED. LOCATIONS, SUBJECT TO THE APPROVAL OF THE ENGINEER. CONTRACTOR MAY ELECT TO DRIVE TIMBER INDICATOR PILES AT DIFFERENT SHALL BE A PART OF THE FINAL PILE LAYOUT AT BENTS 4 AND 15. THE PRIOR TO ORDERING TIMBER PRODUCTION PILES. TIMBER INDICATOR PILES TIMBER INDICATOR PILES SHALL BE INSTALLED AT THE LOCATIONS INDICATED RESISTANCE OF 11 KIPS PER PILE. TIMBER PILES AT ALL BENTS ARE DESIGNED FOR A FACTORED UPLIFT OF 20 KIPS PER PILE. TIMBER PILES AT ALL BENTS ARE DESIGNED FOR A FACTORED RESISTANCE FOR PILES, SEE SECTIONS 450 AND 1082 OF THE STANDARD SPECIFICATIONS. TIMBER BOARDWALK TERRACON GEOTECHNICAL ENGINEERING REPORT DATED AUGUST 4, 2020. FOR FOUNDATION RECOMMENDATIONS AND DESIGN INFORMATION, REFER TO THE H. G. F. E. D. C. B. A. 2. 1. K. J. I. FOUNDATIONS CONT. FOR STRUCTURAL STANDARD NOTES, REFER TO SHEET S-6. 3. FOR TIMBER BOARDWALK, SEE SPECIAL PROVISIONS.2. AND THE INCORPORATED PROJECT SPECIAL PROVISIONS. FOR ROADS AND STRUCTURES, AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DEPARTMENT OF TRANSPORTATION STRUCTURES DESIGN MANUAL, BICYCLE FACILITIES PLANNING AND DESIGN GUIDELINES, NORTH CAROLINA PEDESTRIAN BRIDGES, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATIONS FOR1. LUMP SUM PILES NO. INDICATOR 2 3 2 2 2 2 2 2 2 1 2 2 2 3 1 2 2 2 2 2 PILES NO. PRODUCTION N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WING WALL TIMBER PILES, SEE TIMBER BOARDWALK DETAIL SHEET. NUMBER OF TIMBER PILES SHOWN AT END BENTS DOES NOT INCLUDE DEWATERING, ETC. BOARDWALK, APPROACH SLABS, APPROACH RAILING, AND OTHER INCIDENTALS NECESSARY FOR THE TIMBER INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, DELIVERY 1 LUMP SUM PAY ITEMS FOR TIMBER BOARDWALK SHALL 5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS ENGINEERPROFESS I ONA L SEAL 047653NORTHCAROLINA CL A Y T . POO LEMULT-USE10'-0"5'-0"5'-0"5'-0"5'-0" 5'-0"5'-0"S-2 25+00 26+00 27+00 4 12 20 28 -G3- VERTICAL CURVE DATA (+)2.1758% (+)0.5044% -G3- HORIZONTAL CURVE DATA D PI STA. 25+77.94 -G3- T = 12.98' BENTS IN CURVE ARE RADIAL. NOTE: EL. = 23.91' P.I. STA. = 26+15.00 L = 24.85' R = 35.00' D PI STA. 26+52.11 -G3- T = 8.38' L = 16.60' R = 50.00' D PI STA. 25+30.91 -G3- T = 13.31' L = 25.44' R = 35.00' D PI STA. 27+10.27 -G3- T = 7.62' L = 15.12' R = 50.00'TIMBER BOARDWALK5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS (TYP.) RAILING APPROACH STA. 25+17.60 -G3- STA. 25+07.60 -G3- BEGIN APPROACH SLAB STA. 25+28.97 -G3- W.P. #10 W.P. #11 END APPROACH SLAB W.P. #20 W.P. #19 W.P. #18 W.P. #17 W.P. #16 W.P. #15 W.P. #14 W.P. #13 W.P. #12 P.T. STA. 24+86.83 P.C. STA. 25+17.60 N 14°-15'-44.6" E P.T. STA. 25+43.04 N 27°-23'-05.6" W P.C. STA. 25+64.97 P.T. STA. 26+60.33 N 13°-17'-49.5" E N 32°-18' -55.0" E P.C. STA. 27+36.41 N 14°-59'-17.4" E (TYP.) BOLLARDS PROPOSED PATH-G3- LINE CONTROL BENT 1 LINE CONTROL BENT 2 LINE CONTROL BENT 3 LINE CONTROL BENT 4 LINE CONTROL BENT 5 LINE CONTROL BENT 6 LINE CONTROL BENT 7 LINE CONTROL BENT 8 LINE CONTROL BENT 9 P.T. STA. 25+89.82 LINE CONTROL BENT 10 LINE CONTROL BENT 11 LINE CONTROL BENT 12 P.C. STA. 26+43.73 LINE CONTROL BENT 13 LINE CONTROL BENT 14 LINE CONTROL BENT 16 -G3- PLAN (PILES NOT SHOWN IN PLAN VIEW)"‹4-'11 "0-'03 = "0-'01 @ SNAPS 3 "0-'21 CURVE (TYP.) TANGENT TO 90° 00'-00" URVETO C TANGENT 90° 00'-00"CURVE TANGENT TO 90° 00'-00" CURVE (TYP.) TANGENT TO 90° 00'-00""0- '041 = "0-'01 @ SNAPS 41 FILL FACE BOARDWALK/ END FILL FACE BOARDWALK/ BEGIN "‹4-'391 (MEASURED ALONG -G3-) FILL FACE TO FILL FACE DITCH) FOR SPECIAL CUT (SEE ROADWAY PLANS CLASS B RIP RAP STA. 26+90.97 -G3- STA. 25+38.97 -G3- STA. 25+48.97 -G3- STA. 25+58.97 -G3- STA. 25+70.97 -G3- STA. 25+80.97 -G3- STA. 25+90.97 -G3- STA. 26+00.97 -G3- STA. 26+10.97 -G3- STA. 26+20.97 -G3- STA. 26+30.97 -G3- STA. 26+40.97 -G3- STA. 26+50.97 -G3- STA. 26+60.97 -G3- STA. 26+70.97 -G3- STA. 26+80.97 -G3- STA. 27+00.97 -G3- STA. 27+10.97 -G3- STA. 27+20.97 -G3- W.P. #1 W.P. #2 W.P. #3 W.P. #4 W.P. #5 W.P. #6 W.P. #7 W.P. #8 W.P. #9 P.T. STA. 27+17.77 P.C. STA. 27+02.65 LINE CONTROL BENT 18 LINE CONTROL BENT 17 LINE CONTROL BENT 15 (TYP.) LIGHTING PEDESTRIAN END BOARDWALK G.P. EL. 26.00' STA. 27+10.97 -G3- BEGIN BOARDWALK G.P. EL. 23.42' STA. 25+17.60 -G3- G.P. EL. 23.49' STA. 25+07.60 -G3- BEGIN APPROACH SLAB G.P. EL. 26.22' STA. 27+20.97 -G3- END APPROACH SLAB (TYP.) PILES TIMBER SECTION ALONG -G3- SPAN A END BENT 1 END BENT 2BENT 1 BENT 2 BENT 3 BENT 4 BENT 5 BENT 6 BENT 7 BENT 8 BENT 9 BENT 10 BENT 11 BENT 12 BENT 13 BENT 14 BENT 15 BENT 16 BENT 17 BENT 18 SPAN B SPAN D SPAN C SPAN E SPAN F SPAN G SPAN H SPAN I SPAN J SPAN K SPAN L SPAN M SPAN N SPAN O SPAN P SPAN Q SPAN R SPAN S EL. 23' |EL. 20' |EL. 18' |EL. 18' |EL. 17' |EL. 23' |EL. 24' |EL. 23' |EL. 19' |EL. 18' |EL. 18' |EL. 21' |EL. 26' |EL. 22' |SANITARY SEWER PIPE APPROX. EXIST. GRADE FINISHED GRADE FINISHED PLANS FOR GRADING) TO 23' (SEE ROADWAY EXCAVATION EL. 21' APPROX. GROUND LINE APPROX. NATURAL EL. 22.7' RIVER 100 YR W.S. APPROXIMATE TAR (SECTIONS @ BENTS AND END BENTS ARE @ RIGHT ANGLES) FOR GRADING) (SEE ROADWAY PLANS FILL (TYP.) DITCH) FOR SPECIAL CUT (SEE ROADWAY PLANS CLASS B RIP RAP PLANS FOR GRADING) TO 24' (SEE ROADWAY EXCAVATION EL. 23' APPROX. 45.0°5'-6"5'-6" 11'-0" 7'-0"7'-0"(TYP.)5'-0"14'-0"(TYP.)1'-0"4'-0"4'-0" 8'-0"(MIN.)1'-0""4 3 (MIN.)6"(TYP.)6"(TYP.)6"5'-0"5'-0" 10'-0" CLR. 5'-0"5'-0" 10'-0" CLR.3"(MIN.)1'-0"7•" 8‚"ENGINEERPROFESS I ONA L SEAL 047653NORTHCAROLINA CL A Y T . POO LES-3 TIMBER BOARDWALK DETAILS5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS { BOARDWALK ON PILING CAP BEAM FABRIC FILTER B RAIL PEDESTRIAN NOTE: WINGWALL NOT SHOWN FOR CLARITY { BOARDWALK CAP BEAM 10x10 x 14'-0" BACKWALL 4x12 x 14'-0" GRADE POINT WINGWALL 4x12 BOARDWALK BEGIN OR END 4x12 BACKWALL (TYP.)PILE (TYP.) 8" ~ TIMBER TIMBER BOARDWALK END BENT ELEVATION TIMBER BOARDWALK END BENT PLAN SEE NOTES (TYP.) CAP BEAM CLIP, STRINGER TO RAIL (TYP.) PEDESTRIAN SECTION A-A { END BENT B DECKING { BOARDWALK GRADE POINT BOARDWALK BEGIN OR END & CAP BEAM { END BENT { END BENT PILES TIMBER BOARDWALK BENT ELEVATION PILE (TYP.) 8" ~ TIMBER SEE NOTES (TYP.) CAP BEAM CLIP, STRINGER TO FABRIC FILTER APPROACH SLAB REINF. CONC. AT MIDDEPTH 6x6-W2.9xW2.9 WWF 8" ~ TIMBER PILE NOTES GROUND LINE APPROX. NATURAL SECTION B-B CROSS FRAME DETAIL BOTTOM OF CAP AND 6x6 SPACER WITH REGULAR WASTER, NUT †" ~ GALV. HEX THRU BOLT FRAME DETAIL SHALL BE USED AT BENT. IF H EQUALS OR EXCEEDS 5 FT, CROSS NOTE: GROUND LINE APPROX. NATURAL & NUT (TYP.) REGULAR WASHER THRU BOLT WITH †"~ GALV. HEX FRAME (TYP.) 2x6 CROSS HCAP BEAM 10x10 x 11'-5" 8" ~ TIMBER PILE (TYP.) (TYP.) BEAM TO PILING LAG BOLT, CAP 1" ~ x 18" GALV. PILING (TYP.) BOLT, CAP BEAM TO 1" ~ x 18" GALV. LAG PILE (TYP.) TIMBER DECKING (TYP.) 2x12 BLOCKING, (TYP.) 2x12 BLOCKING, COURSE ABC BASE 6" COMPACTED STRINGER TIMBER PILES SHALL HAVE MINIMUM TIP DIAMETER OF 8". 3. OR APPROVED EQUAL 2. USP MSTA12 FLAT STRAP 1. SIMPSON MSTA12 FLAT STRAP CAP BEAM TO PILING STRAP SHALL BE: 3. OR APPROVED EQUAL 2. USP TIE RT4 1. SIMPSON STRONG TIE LTS12 STRINGER TO CAP BEAM CLIP SHALL BE: (TYP.) CAP BEAM, SEE NOTES STRAP, BOTH SIDES OF CAP BEAM TO PILING (TYP.) CAP BEAM, SEE NOTES STRAP, BOTH SIDES OF CAP BEAM TO PILING USING 70D NAILS CAP AND STRINGERS ATTACH TO PILES, 4x12 BACKWALL, RAIL (TYP.) PEDESTRIAN 3x8 DECKING 3x8 DECKING GRADE LEVEL FINISHED FILTER FABRIC USING 70D NAILS CAP AND STRINGERS ATTACH TO PILES, 4x12 WINGWALL, GROUND LINE APPROX. NATURAL 8" ~ TIMBER PILE EQ.EQ.3'-0"4'-6""4172"2""211 EQ. EQ. EQ. EQ. 5'-0"5'-0" 4'-11•"4'-11•" (TYP.) EQ.(MIN.)1'-0"10'-0" CLR. 8 STRINGERS 9'-11" 8'-0"1'-0"EQUAL EQUAL 8'-0" 1 5 °4'-6"EMBED.3'-0" MIN.SPA. 5" MAX.ENGINEERPROFESS I ONA L SEAL 047653NORTHCAROLINA CL A Y T . POO LES-4 TIMBER BOARDWALK DETAILS5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PEDESTRIAN RAIL ELEVATION TYPICAL APPROACH RAIL PLAN PEDESTRIAN RAIL DETAIL TIMBER BOARDWALK DECK FRAMING PLAN TYPICAL SECTION THROUGH MIDSPAN TIMBER BOARDWALK DECK FRAMING PLAN AT TURN TOP RAIL (TYP.) STRINGER (TYP.) POST LINE BENT CONTROL BOARDWALK (TYP.) TIMBER PILE LINE BENT CONTROL BOARDWALK WASHERS (TYP.) OVERSIZED OGEE BOLT WITH †" ~ GALV. HEX AND STRINGER BETWEEN POST 4x6 BLOCK BLOCKING ƒ" RADIUS 2x6 HANDRAIL WITH (TYP.) CAP BEAM W.P. W.P. (TYP.) INTERIOR LAPPED AT STRINGERS EXTERIOR (TYP.) SPLICE BLOCK AT TOGETHER WITH STRINGERS BUTTED W.P. W.P. BOARDWALK END OF BEGIN OR (TYP.) 2x12 BLOCKING W.P. END CAP BEAM 10x10 x 14'-0" (TYP.) CAP BEAM (TYP.) POST AND STRINGER 4x6 BLOCK BETWEEN AT INTERIOR (TYP.) STRINGERS, LAPPED 4x12 x 12'-0" (TYP.) PEDESTRIAN RAIL (TYP.) DECKING 3x8 { BOARDWALK CONTROL LINE BOARDWALK BENT (TYP.) BLOCKING (TYP.) REGULAR WASHERS THRU BOLTS WITH " ~ GALV. HEX8 -52 CONTROL LINE BOARDWALK BENT (TYP.) AT EXTERIOR SPLICE BLOCK 4x12 x 1'-6"{ BOARDWALK POINT GRADE (TYP.) LAPPED STRINGER 4x12 x 12'-0" 3x8 DECKING (TYP.) 2x12 BLOCKING (TYP.) PEDESTRIAN RAIL RAIL PEDESTRIAN CAP BEAM BACKWALL TIMBER WINGWALL TIMBER PICKET (TYP.) HANDRAIL BOTTOM RAIL (TYP.) 2x6 BOTTOM RAIL 2x4 SPACER (TYP.) 2x6 TOP RAIL NO WANEWITH 2x8 TOP RAIL CAP WOOD SCREWS (TYP.) OGEE WASHERS WITH OVERSIZED GALV. HEX BOLT RECESSED †" ~ 2x2 PICKET 12'-10" CLEAR SPAN = STRINGER MAX OUTSIDE RAILING (TYP.) SECTION @ 5'-0" MAX. 4x6 RAIL POST TYPICAL APPROACH RAIL ELEVATION BEND IN RAIL 4X6 RAIL POST, TYP. ENGINEERPROFESS I ONA L SEAL 047653NORTHCAROLINA CL A Y T . POO LES-5 CIP GRAVITY WALL DETAILS5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S5.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS16" 12" MIN 3" 15" MIN 9" MIN 6" 9" MIN 16" MIN FINISHED GRADE** ALONG WALL) #4 DOWELS (PLACED BETWEEN WEEP HOLE H (FT) (TYP) 12" (TYP) REQUIRED FOOTING RECTANGULAR NOTES: STANDARD CIP GRAVITY WALL B - FOOTING WIDTH 2' MINSEE TABLE - 2'-6" MIN SLOPE CASE TRAFFIC SURCHARGE NO SLOPE CASE WITH TRAFFIC SURCHARGE NO SLOPE CASE WITHOUT B/H RATIO (B = 2'-6" MIN) NO SLOPE CASE ** SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS. BRICK VENEER DETAIL DETAIL "A" WALL FACE VARIES - 12' MAXH - WALL HEIGHT(SEE DETAIL ``A'') WITH #4 DOWELS CONST. JOINT PERMITTED 6" MIN EXTENSION **SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS. GRADE ELEVATION TOP OF WALL FOOTING TOP OF WITH TRAFFIC SURCHARGE" WHEN H IS 6' OR GREATER. KEY IS REQUIRED FOR "SLOPE CASE" OR "NO SLOPE CASE* FOOTING TOP OF FOOTING BOTTOM OF .80 .66 6 - 9 > 9 - 12 .60 .60 .60 3 - < 6 DRAINAGE AT WEEP HOLES) (SEE NOTE FOR SUBSURFACE SUBDRAIN FINE AGGREGATE AT WEEP HOLES) SUBSURFACE DRAINAGE (SEE NOTE FOR STONE DRAIN (SEE TABLE*) REQUIRED KEY WHEN .75*.70* .75*.70* B/3 B + 4" { KEY 8"EMBEDMENT ELEVATION GRADE OF WALL BOTTOM WALL TOP OF FINISHED GRADE** OF WALL) OR HANDRAIL ON TOP (SEE NOTE FOR FENCE TOP OF WALL WEEP HOLE FINISHED GRADE** VENEER*** BRICK BRICK VENEER AND PEDESTRIAN RAILING. *** SEE HARDSCAPE PLANS FOR EXTENTS OF f f g OF THE SLOPE. TO PROTECT WALL FOUNDATION FROM EROSION AND CERTIFY STABILITY MEASURED FROM FINISHED GRADE AT WALL FACE TO BOTTOM OF FOOTING EMBEDMENT OF AT LEAST 2'-0" ALONG ENTIRE LENGTH OF WALL ENSURE THAT STANDARD CIP GRAVITY WALL MAINTAINS A MINIMUM WALLS. OF 3 EQUALLY SPACED #4 DOWELS AT INTERVALS OF 1'-6" ALONG CONSTRUCTION JOINT AS SHOWN IN DETAIL "A", PROVIDE A MINIMUM WHEN CONSTRUCTING STANDARD CIP GRAVITY WALLS WITH A AND FOUNDATION MATERIAL ARE APPROVED. DO NOT PLACE CONCRETE FOR FOOTINGS UNTIL EXCAVATION DIMENSIONS BEGINNING STANDARD CIP GRAVITY WALL CONSTRUCTION. FOR BRICK VENEERS, SUBMIT BRICK SAMPLES FOR APPROVAL BEFORE ACCEPTED. DO NOT START WALL CONSTRUCTION UNTIL WALL ENVELOPES ARE ELEVATIONS AS NEEDED AT INTERVALS OF 25' OR LESS ALONG WALLS. WALL, EXISTING GROUND AND GRADE ELEVATIONS AND OTHER ENVELOPES) FOR REVIEW. FOR WALL ENVELOPES, INCLUDE BOTTOM OF SURVEY WALL LOCATIONS AND SUBMIT WALL PROFILE VIEWS (WALL BEFORE BEGINNING STANDARD CIP GRAVITY WALL CONSTRUCTION, SOIL OR MUCK IS BELOW WALLS. DO NOT USE STANDARD CIP GRAVITY WALLS WHEN VERY LOOSE OR SOFT OF FOOTING. PARAMETERS ARE NOT APPLICABLE OR GROUNDWATER IS ABOVE BOTTOM DO NOT USE STANDARD CIP GRAVITY WALLS IF ASSUMED SOIL COHESION, c = 0 PSF (GROUNDWATER MORE THAN 7' BELOW BOTTOM OF FOOTING) = 30 DEGREES FRICTION ANGLE, (GROUNDWATER WITHIN 7' OF BOTTOM OF FOOTING) = 35 DEGREES FRICTION ANGLE, = 120 PCF UNIT WEIGHT, ASSUMED SOIL PARAMETERS: STANDARD CIP GRAVITY WALLS ARE BASED ON THE FOLLOWING IN-SITU THE STANDARD SPECIFICATIONS. FOR SUBSURFACE DRAINAGE AT WEEP HOLES, SEE ARTICLE 414-8 OF FENCE OR HANDRAIL ATTACHMENT DETAILS. FOR FENCES OR HANDRAILS ON TOP OF WALLS, SEE ROADWAY PLANS FOR SECTION 453 OF THE STANDARD SPECIFICATIONS. FOR STANDARD CAST-IN-PLACE (CIP) GRAVITY RETAINING WALLS, SEE WITH #4 DOWELS CONST. JOINT PERMITTED ENGINEERPROFESS I ONA L SEAL 047653NORTHCAROLINA CL A Y T . POO LES-6 STRUCTURAL STANDARD NOTES5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S6.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans 05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS STRUCTURAL STEEL: ETC. IN CASTING SUPERSTRUCTURES: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, REINFORCING STEEL: HANDRAILS AND POSTS: SPECIAL NOTES: STRESS IN EXTREME FIBER OF IMPACT ALLOWANCE LIVE LOAD 27,000 LBS. PER SQ. IN. 20,000 LBS. PER SQ. IN. DESIGN DATA: SPECIFICATIONS DOWELS: MATERIAL AND WORKMANSHIP: CONCRETE: EQUIVALENT FLUID PRESSURE OF EARTH - - - - - OF TIMBER COMPRESSION PERPENDICULAR TO GRAIN CONCRETE IN COMPRESSION CONCRETE IN SHEAR SEE A.A.S.H.T.O. CONCRETE CHAMFERS: 24,000 LBS. PER SQ. IN. 27,000 LBS. PER SQ. IN. STRUCTURAL STEEL - AASHTO M270 GRADE 36 - AASHTO M270 GRADE 50W - AASHTO M270 GRADE 50 SEE A.A.S.H.T.O. SEE PLANS A.A.S.H.T.O. (CURRENT) BE HOT ROLLED. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL N. C. DEPARTMENT OF TRANSPORTATION. THE 2018 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL BE USED FOR SLOPE PROTECTION AND RIP RAP. ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ‚" RADIUS ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES SHALL BE ROUNDED WITH A ‚" FINISHING TOOL UNLESS OTHERWISE REQUIRED INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS TOP CORNERS OF CURBS MAY BE ROUNDED TO 1•" RADIUS WHICH IS BUILT STRUCTURES SHALL BE CHAMFERED ƒ" WITH THE FOLLOWING EXCEPTIONS: UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON PLACE WITH 1:2 CEMENT MORTAR. BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL FALSEWORK OR FORMS IS STARTED. BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN ACTUAL BEAM CAMBER. TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE TO OUT AS INDICATED ON PLANS. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO OR METALLIZING. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY ˆINCH OR SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER ELECTROSLAG WELDING WILL NOT BE PERMITTED. TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE". EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST Š" IN THICKNESS AND SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION, EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O". STUDS FOR 4 - ƒ" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST ALONG THE BEAM AS SHOWN FOR ƒ" ~ STUDS BASED ON THE RATIO OF 3 - ‡" ~ SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF ‡" ~ STUDS THE RATE OF 3 - ‡" ~ STUDS FOR 4 - ƒ" ~ STUDS, AND STUD SPACING CHANGES ƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE ‡" ~ SHEAR STUDS FOR THE NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL SPECIFICATIONS ARTICLE 105-4. OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL1,200 LBS. PER SQ. IN. 1,800 LBS. PER SQ. IN. 375 LBS. PER SQ. IN. 30 LBS. PER CU. FT. (MINIMUM) STANDARD NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXTREME FIBER STRESS STRUCTURAL TIMBER - TREATED OR UNTREATED REINFORCING STEEL IN TENSION - GRADE 60 5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_W-1.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ 010 20 90% PLANS 05-14-2021 VERT 0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83 10 11 40 45 50 55 35 30 25 20 15 40 45 50 55 35 30 25 20 15 W-1 PROP GAZEBO LOCATION -W1- PI Sta. 10+26.88 THIS LINE GRADE TO 0.02 10' CL POINT GRADE 2' 0.02 -G2- CL RAILING WALL TOP OF -W1- STA 10+00.00 TO STA 10+89.16 -W1- VARIES 2'-32' 0.02 0.67' OF FOOTING BOTTOM -G2- PC Sta. 14+49.89 (7.50' RT) -W1- POT Sta. 10+89.16 = END HANDRAIL END RETAINING WALL #1 -G2- PT Sta. 14+13.97 (7.50' RT) -W1- PI Sta. 10+53.24 = -G2- Sta. 13+83.00 (32.72' RT) -W1- POT Sta. 10+00.00 = BEGIN HANDRAIL BEGIN RETAINING WALL #1 TYPICAL SECTION O ELEV = 42.22' -G2- Sta. 13+83.00 (32.72' RT) -W1- Sta. 10+00.00 = BEGIN RETAINING WALL #1 ELEV = 40.30' -G2- Sta. 14+49.89 (7.50' RT) -W1- Sta. 10+89.16 = END RETAINING WALL #1 ELEV = 41.23'-W1- Sta. 10+70.00 = ELEV = 41.79'-W1- Sta. 10+53.24 = ELEV = 41.98'-W1- Sta. 10+26.88 = ELEV = 40.22'-W1- Sta. 10+00.00 = ELEV = 35.89'-W1- Sta. 10+26.00 = ELEV = 35.78'-W1- Sta. 10+44.00 = ELEV = 36.26'-W1- Sta. 10+72.00 = ELEV = 36.81'-W1- Sta. 10+89.16 = TOP OF WALL GROUND ELEVATION ELEV = 36.93'-W1- Sta. 10+55.00 = BOTTOM OF FOOTING15 -G2--G3--G2- R3 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_detail.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 05-14-2021 90% PLANS GREENWAY PROJECTTOWN COMMON CONNECTORAVPL2 30LED10 4K E-1 GUC DECORATIVE LANTERN DETAIL 1 OF 3 GUC DECORATIVE LANTERN DETAIL 2 OF 3 GUC DECORATIVE LANTERN DETAIL 3 OF 3 LIGHTING DETAIL SHEET CB P S CB 18" RCPSS 24" RCP S HHHHHHHHHHHHHHE 5TH ST BSTHH24" RCP W/ F E S 18" R C P W /FE SHHHHHHHHHHHHE 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREET4" PLASTIC GL (GUC)E-DUCT (ECU)E-DUCT (GUC)SL-TV(DUCT)(FO)ECU E-DUCTWV WV S CB S CB CB S WV CB CB WM WM S WV WM WM P309 S DI EXISTING R/WEXISTING R/WR/WEXISTING18" RCP15" RCP18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 05-14-2021 90% PLANS GENERAL NOTE (APPLIES TO ALL SHEETS) LEGEND PLAN ITEM EXISTING PROPOSED PE CONSTRUCTION EASEMENT WITH LANTERN FIXTURE BLACK DECORATIVE POLE WITH COBRA HEAD CONCRETE/WOOD POLE PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL. SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2. GREENVILLE UTILITIES COMMISSION. ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1. JUNCTION BOX LIGHTING CONDUIT TCE NAD 83/NA 2011 E-2E 4TH STREET (SEE SHEET E-3)LIGHTING PLANLUMINAIRE SCHEDULE LUMINAIRE NAME TYPE LUMINAIRE TYPE DISTRIBUTION LUMENS WATTAGE HEIGHT MOUNTING LENGTH ARM LED TYPE III 8,663 110W 20 FT N/A LANTERN FIXTURE DECORATIVE POLE WITH PROPOSED BLACK 1.0 FC (TYP.) (SEE DETAIL 2/2A-2) PROPOSED 2-2" CONDUITS (TYP) AND AT STREET CROSSINGS (TYP) ADJACENT TO PROP LIGHTING PROPOSED HANDHOLE -G1- 10 -G1-E 4TH STE 5TH ST1 -G1-1.52.02.21.32.01.51.10.50.92.11.92.62.22.61.72.61.82.62.42.9 P S P T SHHHHE 4TH ST BSTE 3RD ST BSTSS & CULVERT CONC HW S P313 FH MHPWR LP S MHSS LP PWR COMM CB MHSD LP TMH MHPWR LP MHSS S MHSD MHSD EIR EXISTING R/WEXISTING R/WEXISTING R/WINVERT UNKNOWN CAMERA SECURITY 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 05-14-2021 90% PLANS GENERAL NOTE (APPLIES TO ALL SHEETS) LEGEND PLAN ITEM EXISTING PROPOSED PE CONSTRUCTION EASEMENT WITH LANTERN FIXTURE BLACK DECORATIVE POLE WITH COBRA HEAD CONCRETE/WOOD POLE PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL. SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2. GREENVILLE UTILITIES COMMISSION. ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1. JUNCTION BOX LIGHTING CONDUIT TCE NAD 83/NA 2011 E-3 -G3- STA 18+50 (SEE SHEET E-4)4TH STREET (SEE SHEET E-2)LIGHTING PLANLUMINAIRE SCHEDULE LUMINAIRE NAME TYPE LUMINAIRE TYPE DISTRIBUTION LUMENS WATTAGE HEIGHT MOUNTING LENGTH ARM LED TYPE III 8,663 110W 20 FT N/A LANTERN FIXTURE DECORATIVE POLE WITH PROPOSED BLACK 1.0 FC (TYP.) (SEE DETAIL 2/2A-2) PROPOSED 2-2" CONDUITS (TYP) AND AT STREET CROSSINGS (TYP) ADJACENT TO PROP LIGHTING PROPOSED HANDHOLE -G2--G3--G2-E 3RD ST2 CR CR CR3.23.23.93.42.72.13.02.72.11.31.11.01.31.91.40.92.11.81.01.01.81.51.52.01.71.41.11.21.72.01.42.11.71.41.72.21.61.92.40.90.73.01.01.82.01.91.41.11.1 S S CBCBCBCBSP GVHHMHSS TRANSFORMER MHSSEXISTING R/WMHSS EIP EIPEXISTING R/W5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 05-14-2021 90% PLANS GENERAL NOTE (APPLIES TO ALL SHEETS) LEGEND PLAN ITEM EXISTING PROPOSED PE CONSTRUCTION EASEMENT WITH LANTERN FIXTURE BLACK DECORATIVE POLE WITH COBRA HEAD CONCRETE/WOOD POLE PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL. SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2. GREENVILLE UTILITIES COMMISSION. ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1. JUNCTION BOX LIGHTING CONDUIT TCE NAD 83/NA 2011 E-4-G3- STA 23+00 (SEE SHEET E-5)-G3- STA 18+50 (SEE SHEET E-3)LIGHTING PLANLUMINAIRE SCHEDULE LUMINAIRE NAME TYPE LUMINAIRE TYPE DISTRIBUTION LUMENS WATTAGE HEIGHT MOUNTING LENGTH ARM LED TYPE III 8,663 110W 20 FT N/A LANTERN FIXTURE DECORATIVE POLE WITH PROPOSED BLACK 1.0 FC (TYP.) (SEE DETAIL 2/2A-2) PROPOSED 2-2" CONDUITS (TYP) AND AT STREET CROSSINGS (TYP) ADJACENT TO PROP LIGHTING PROPOSED HANDHOLE -G3-20E 3RD ST4 3 2.01.51.10.70.61.11.82.51.82.22.01.62.22.01.31.81.22.12.21.51.62.32.12.02.02.22.42.11.90.80.71.82.01.52.22.11.61.41.51.71.91.4 18" RCPWVSS P 15" HDPE15" CMP24" HDPECB CB30" C&G30" C&G24" C&G 24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)3/4" PLASTI C GL (GUC)GUC E-DUCTEIP EIP P322 MHPWR SB PP/LP CONC EIP HVAC SAT EXISTING R/WEXISTING R/WLP M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC -G3- -G3-E 1ST STE 2ND ST3 5 6 7 8 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL KHA PROJECT:PLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 05-14-2021 90% PLANS GENERAL NOTE (APPLIES TO ALL SHEETS) LEGEND PLAN ITEM EXISTING PROPOSED PE CONSTRUCTION EASEMENT WITH LANTERN FIXTURE BLACK DECORATIVE POLE WITH COBRA HEAD CONCRETE/WOOD POLE PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL. SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2. GREENVILLE UTILITIES COMMISSION. ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1. JUNCTION BOX LIGHTING CONDUIT TCE NAD 83/NA 2011 E-5-G3- STA 23+00 (SEE SHEET E-4)LIGHTING PLANLUMINAIRE SCHEDULE LUMINAIRE NAME TYPE LUMINAIRE TYPE DISTRIBUTION LUMENS WATTAGE HEIGHT MOUNTING LENGTH ARM LED TYPE III 8,663 110W 20 FT N/A LANTERN FIXTURE DECORATIVE POLE WITH PROPOSED BLACK 1.0 FC (TYP.) (SEE DETAIL 2/2A-2) PROPOSED 2-2" CONDUITS (TYP) AND AT STREET CROSSINGS (TYP) ADJACENT TO PROP LIGHTING PROPOSED HANDHOLE (9) IN (9) IN25 CR CR CR CR CR1.42.01.51.00.90.90.81.21.71.81.92.52.01.40.90.50.90.70.60.71.01.31.82.01.12.11.71.20.80.61.62.01.11.22.11.61.10.60.81.11.92.11.82.11.61.10.71.81.10.80.72.72.73.13.02.82.32.22.22.32.31.8 S S S S S S S8"C.I. WL (GUC)12"A.C. WL (GUC)4" PLASTIC GL (GUC)E-DUCT (ECU)E-DUCT (GUC)E-DUCT (GUC)SL-TV(DUCT)(FO)ECU E-DUCT6"C.I. W (GUC)6"C.I. W (GUC)16" DIP WL (GUC)6" DIP WL (GUC) EL. 44.36 (NAVD88) TBM LAG IN POLE (#2189) P.N. 25976 M.B. 27 PG. 159 D.B. 3755 PG. 483 ALEXIS ROXANNE THONEN N/F P.N. N/A U.O.B. 1 PG. 15A CONDOMINIUMS REGENCY HOUSE N/F PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) EIP P309 P.N. 29291 M.B. 15 PG. 53 M.B. 25 PG. 175 M.B. 27 PG. 159 D.B. A40 PG. 186 D.B. U 47 PG. 511 STATE OF NORTH CAROLINA N/F PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (M.B. 80 PG. 63) EIP P327 P310 ST P T P PHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHTS COMM TS ICV BOX HOT ICV CALL BOX EMERGENCY ICV TEL ICV TEL TEL TS CALL BOX EMERGENCY FOV ELEC VAULT ICV FOV ICV VAULT UTILITY CO FOV ECON COMM TEL TEL FOM TSB E 4TH STE 5TH ST1 -G1-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo01.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021 KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERSNAD 83/NA 2011 UO-1E 4TH STREET (SEE SHEET UO-2)PART OF THIS PROJECT. NO UTILITY WORK IS ANTICIPATED AS A INFORMAITON ONLY. ALL UTILITES SHOWN HERE ARE FOR NOTE: 10 RETAIN F F F S S ECU (DUCT )(FO ) E -DUCT (ECU )ECU (DUCT)(FO)E-DUCT (ECU)E-DUCT (ECU)ECU (DUCT)(FO) ECU (FO)(DUCT) E-DUCT (ECU)E-DUCT (ECU)E-DUCT (GUC)CL T-DUCTECU E-DUCT ECU (DUCT)(FO) EL. 34.84 (NAVD88) TBM TOP OF HYD. (#1862) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (D.B. 3564 PG. 215) S P313 P.N. 29290 M.B. 15 PG. 52 M.B. 20 PG. 70 D.B. K38 PG. 712 D.B. A40 PG. 186 STATE OF NORTH CAROLINA N/F (M.B. 20 PG. 66) EIR EASEMENT 20' SANITARY SEWER P P T HHHHFOV FOV COMM LIGHTING CAB. LIGHTING CAB CAMERA SECURITY E 3RD ST2 -G2--G3--G2-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo02.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021 KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERS4TH STREET (SEE SHEET UO-1)UO-2 -G3- STA 18+50 (SEE SHEET UO-3) PART OF THIS PROJECT. NO UTILITY WORK IS ANTICIPATED AS A INFORMAITON ONLY. ALL UTILITES SHOWN HERE ARE FOR NOTE: NAD 83/NA 2011 18"18" 18"18"OCR CR CR15E 3RD STE 4TH STDUCTBANK SYSTEM LUMEN TO RETAIN DUCTBANK SYSTEM LUMEN TO RETAIN RETAIN RETAIN RETAIN F F F F F F F S S S 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66)8"D.I.P WL (GUC)3/4" PLASTIC GL (GUC)2" PLASTIC GL (GUC)E-DUCT (GUC)E-DUCT (EMPTY) (GUC) P.N. 16488 D.B. 936 PG. 698 G. MONTAQUILA ROBERT T. MONTAQUILA AND WIFE, LUCY N/F PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) PERMANENT UTILITY EASEMENT (M.B. 80 PG. 63) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) P.N. 26996 M.B. 27 PG. 168 M.B. 20 PG. 69 D.B. 3484 PG. 240 CAROLINA TRUSTEES EPISCOPAL DIOCESE OF EAST N/F P314 P.N. 26144 D.B. 3606 PG. 780 BROWN & BROWN OF CAROLINA, LLC N/F M.B. 22 PG. 85 SECOND STREET APARTMENTS P.N. 26145 D.B. 2296 PG. 41 ERIC PAYNE N/F 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EIP EIP P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F P HHE 3RD ST4 3 -G3-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo03.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021 KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERSUO-3 -G3- STA 18+50 (SEE SHEET UO-2)-G3- STA 23+00 (SEE SHEET UO-4)PART OF THIS PROJECT. NO UTILITY WORK IS ANTICIPATED AS A INFORMAITON ONLY. ALL UTILITES SHOWN HERE ARE FOR NOTE: NAD 83/NA 2011 20DUCTBANK SYSTEM LUMEN TO RETAIN F F F F F C C C C F F 18" RCPSS 15" HDPE15" CMP8" LST24" HDPE72" CHL 7 2" CHLCB CBCONC HEAD WALLRI PRAP30" C&G30" C&G24" C&G 24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)3/4" PLASTI C GL (GUC)GUC E-DUCT24" SYC 14" ELM 15" PECAN 30" ELM 12" TWIN ELM 24" TWIN ELM 12" HICKORY M.B. 22 PG. 85 SECOND STREET APARTMENTS 15" HICKORY 14" SYC 15" TWIN BEECH 8' DRAINAGE EASEMENT (M.B. 22 PG. 85) PERMANENT DRAINAGE EASEMENT (D.B. 3564 PG. 215 & M.B. 80 PG. 63) 20' SANITARY SEWER EASEMENT (M.B. 20 PG. 66) EIP EIP P322 Z=28.5500 Y=682218.2202 X=2484920.1002 PANEL 322 CONC U/C CONC P.N. 29282 M.B. 20 PG. 66 D.B. A 40 PG. 186 STATE OF NORTH CAROLINA N/F 14" HICKORY 20" ELM 12" TWIN GUM 21" SYC RIPRAP RIPRAP 30" TWIN ELM 15" ELM 12" HICKORY 21" SYC 12" ELM 27" TRIPLE SYC 18" HICKORY 12" GUM14" GUM12" GUM 14" GUM 12" SYC 20" TWIN SYC 24" GUM RIP R AP 12" ELM 1SBKDUPLEX 12" HICKORY 12" ELM 24" ELM 21" PECANEL. 34.57 (NAVD88) TBM LAG IN POLE (#2188) 42" HICKORY P.N. 21948 M.B. 15 PG. 89 D.B. 3867 PG. 838 D.B. 3317 PG. 37 THE DEVELOPMENT TRUST, LLC N/F CONC EIP P.N. 85999 M.B. 15 PG. 89 D.B. 3866 PG. 429 THE DEVELOPMENT TRUST, LLC N/F 18" GUM 12" GUM 20" HICKORY 15" GUM 18" SYC 20" GUM 24" GUM 12" TWIN GUM 32" OAK M.B. 1 PG. 131 LANG PROPERTY 36" OAK 12" HICKORY HICKORY 15" TRIPLE 15" TWIN HICKORY 20" HICKORY HVAC P.N. 04585 D.B. 3324 PG. 247 JIM BLOUNT PROPERTIES, LLC N/F1SFDUPLEX GRAVEL SAT MHSDEXISTING R/WEXISTING R/W P.N. 23797 M.B. 84 PG. 37 D.B. 3785 PG. 116 CITY OF GREENVILLE N/F M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC WVP SS MHSS MHSS MHSS ABAND POLE MHPWR SB PP/LP MHSS LP LP E 1ST STE 2ND ST3 5 6 7 8 -G3- -G3-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo04.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021 KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERSUO-4-G3- STA 23+00 (SEE SHEET UO-3)NAD 83/NA 2011 PART OF THIS PROJECT. NO UTILITY WORK IS ANTICIPATED AS A INFORMAITON ONLY. ALL UTILITES SHOWN HERE ARE FOR NOTE:25RETAIN RETAIN RETAIN RETAIN F F F F C F F F F F C C C C C C 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.X-1 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140 30 30 35 35 40 40 10+00.00 30 30 35 35 40 40 45 45 50 50 10+17.00 30 30 35 35 40 40 45 45 50 50 10+50.00 30 30 35 35 40 40 45 45 50 50 11+00.00 30 30 35 35 40 40 45 45 50 50 11+25.00 -G1-42.6643.5043.500.05444.8444.950.020 1 46.1346.290.020 3:12 46.6746.960.020 3:12 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. ROBINSON, JR.X-2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140 40 40 45 45 50 50 55 55 11+50.00 45 45 50 50 11+62.14 -G1-47.0547.083:13:10.01246.6946.690.050 5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL 05-14-2021 KHA PROJECT: 90% PLANSPLANS PREPARED FOR:012654009 SEAL CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: (919) 677-2050PHONE: (919) 677-2000RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NOTES: 3 RETAINING WALL 4 HANDRAIL 2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 TIE TO BACK OF EXIST CURB PROFESSION A LE NG INEER N ORTH CAR O LINA . J YERFFE M O ORE WPROFESSIONALENGINEER N ORTH CAR O LINA . J YERFFE M O ORE W SEAL 024436 A NILTR NF E ONORP SEAL E G EENI R O ISS LANHO C RA 026480 LARR Y D. 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