FOX RUNNE REV 2-21-25 Final Plans.pdf

PDF 31 MB Posted Apr 14, 2025

Attached to: Fox Runne Resurfacing Project #25-07 State and local contract opportunity
Solicitation number: 25-07
Issued by: Mercer County, New Jersey

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Written by GovTribe AI · Apr 14, 2025

The document is a comprehensive set of construction plans and technical specifications for the Fox Runne Resurfacing Project, undertaken by the Township of Robbinsville in Mercer County, New Jersey. The project involves road resurfacing across multiple courts and drives, including Van Nostrand Court, Chambers Court, Hobbs Court, and Fox Runne Drive, with a total project scope spanning approximately 13.17 stations. The project includes milling existing asphalt (3" or less), applying a 2" Hot Mix Asphalt (HMA) 9.5M64 surface course, installing inlet filters, reconstructing inlets, resetting manholes, and updating traffic markings and signage. Specific quantities include 12,770 square yards of HMA milling, 1,500 tons of surface course asphalt, and various traffic control and infrastructure improvements.

The project is funded through local municipal infrastructure resources and follows New Jersey Department of Transportation (NJDOT) standard specifications for road and bridge construction (2019 edition). The technical specifications emphasize strict adherence to traffic control protocols, including maintaining access for emergency vehicles, school buses, and residents throughout construction. Contractor responsibilities include providing advanced warning signs, coordinating with local police, maintaining pedestrian safety, and ensuring minimal disruption to local traffic. The project includes detailed provisions for pavement testing, utility preservation, and comprehensive restoration of any disturbed areas, with no separate payment for restoration work outside the specified project limits.

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Robbinsville Fox Runne Rev 3-11-25 Final Specs.pdf	PDF	Apr 14, 2025

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FOX RUNNE

RESURFACING PROJECT

TOWNSHIP OF ROBBINSVILLE

MERCER COUNTY, NEW JERSEY

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AutoCAD SHX Text NOTICE: THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR WAS CERTIFIED. THIS DRAWING MAY NOT BE DISTRIBUTED, REUSED, COPIED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF ACT ENGINEERS, INC.

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AutoCAD SHX Text \\svr-rt-vm\Departments\Engineering\CAD FILES\2025 Paving FOX RUNNE.dwg Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:44 PM Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:44 PMnpapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:44 PM, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:44 PM2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:44 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:44 PMNicholas Papasso Plotted:2/25/2025 3:44 PM Plotted:2/25/2025 3:44 PM2/25/2025 3:44 PM

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JOHN W. NUNZIATO P.E, P.P.

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ENGINEER

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TOWNSHIP OF ROBBINSVILLE 2298 ROUTE 33 ROBBINSVILLE N.J. 08691

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TOWNSHIP OF ROBBINSVILLE MERCER COUNTY NEW JERSEY

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AutoCAD SHX Text THE NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2019 EDITION (US CUSTOMARY ENGLISH UNITS) AND STANDARD SPECIFICATION OF THE COUNTY OF MERCER AS AMENDED BY SUPPLEMENTAL SPECIFICATIONS SHALL GOVERN. THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFIC CONTROL/BRIDGE CONSTRUCTION DETAILS" BOOKLET DATED 2016 AND "ELECTRICAL BUREAU STANDARD DETAILS (2016) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN.

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DETAILS

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CONSTRUCTION PLANS

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TRAFFIC CONTROL DETAILS

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COUNTY ROUTE 526

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2025 PAVING PROJECT FOX RUNNE CONSTRUCTION DOCUMENTS

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REVISED PER ROBERTS ENGINEERING REVIEW LETTER

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NJTIB PROJECT NO. TB1112-002

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TOWNSHIP OF ROBBINSVILLE 2298 ROUTE 33 ROBBINSVILLE N.J. 08691

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TOWNSHIP OF ROBBINSVILLE MERCER COUNTY NEW JERSEY

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AutoCAD SHX Text NOTE: PAY ITEM "TURF REPAIR STRIP" INCLUDES 6" TOPSOIL, SEEDING, FERTILIZING, AND STABILIZATION. PAY ITEM "TURF REPAIR STRIP" INCLUDES 6" TOPSOIL, SEEDING, FERTILIZING, AND STABILIZATION.

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TOWNSHIP OF ROBBINSVILLE 2298 ROUTE 33 ROBBINSVILLE N.J. 08691

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TOWNSHIP OF ROBBINSVILLE MERCER COUNTY NEW JERSEY

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2025 PAVING PROJECT FOX RUNNE GENERAL NOTES & DETAILS

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LEGEND

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CONCRETE SIDEWALK, 4" THICK

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HMA MILLING, 3" OR LESS

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DETECTABLE WARNING SURFACE

AutoCAD SHX Text TWO-FOOT FULL DEPTH PAVEMENT RESTORATION AT RESTORATION AT PROPOSED CONCRETE CURB (COST OF CURB (COST OF RESTORATION TO BE INCLUDED IN THE INCLUDED IN THE COST OF PROPOSED CONCRETE CURB - CONCRETE CURB - SEE CONSTRUCTION DETAIL ON SHEET DETAIL ON SHEET D-2

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AutoCAD SHX Text HMΑ MILLΝG, 3" OR LESS (MILL 2") HOT MIX ΑSPHΑLT 9 5M64 SURFΑCE COURSE, 2" THICK TΑCK COΑT, APPLIED @ 0.15 GAL/SY

AutoCAD SHX Text PAVEMENT TESTING NOTES: 1. POST CONSTRUCTION THE CONTRACTOR SHALL FURNISH, TO THE TOWNSHIP ENGINEER, HMA POST CONSTRUCTION THE CONTRACTOR SHALL FURNISH, TO THE TOWNSHIP ENGINEER, HMA TESTING REPORTS FROM A CERTIFIED THIRD PARTY LABORATORY, SIGNED AND SEALED BY A NEW JERSEY PROFESSIONAL ENGINEER. 2. LAB TESTING SHALL INCLUDE THICKNESS, AIR VOID, AND COMPOSITION OF HMA MIXTURE. LAB TESTING SHALL INCLUDE THICKNESS, AIR VOID, AND COMPOSITION OF HMA MIXTURE. 3. FIELD SAMPLES/CORES SHALL BE TAKEN AS DIRECTED BY THE THIRD PARTY INSPECTOR FIELD SAMPLES/CORES SHALL BE TAKEN AS DIRECTED BY THE THIRD PARTY INSPECTOR AND/OR THE TOWNSHIP ENGINEER. LOCATIONS SHALL BE SELECTED BY THE THIRD PARTY INSPECTOR AND/OR TOWNSHIP ENGINEER. 4. ALL TESTING SHALL FOLLOW NJDOT PROCEDURES. ALL TESTING SHALL FOLLOW NJDOT PROCEDURES. 5. THE COST OF ALL TESTING AND SAMPLE COLLECTION SHALL BE INCLUDED IN THE BASE BID THE COST OF ALL TESTING AND SAMPLE COLLECTION SHALL BE INCLUDED IN THE BASE BID PRICE. 6. PENALTIES FOR FAILURE TO COMPLY SHALL RESULT IN PENALTIES AS PER NJDOT PENALTIES FOR FAILURE TO COMPLY SHALL RESULT IN PENALTIES AS PER NJDOT GUIDELINES.

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES: 1. OWNER: OWNER: ROBBINSVILLE TOWNSHIP 2298 NJ-33, ROBBINSVILLE TOWNSHIP, NJ 08691 2. THE NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE THE NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2019 EDITION (US CUSTOMARY ENGLISH UNITS) AND STANDARD SPECIFICATION OF THE COUNTY OF MERCER AS AMENDED BY SUPPLEMENTAL SPECIFICATIONS SHALL GOVERN. 3. THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD ROADWAY CONSTRUCTION/TRAFFICCONTROL/BRIDGE CONSTRUCTION DETAILS" BOOKLET DATED 2016 AND "ELECTRICAL BUREAU STANDARD DETAILS (2016) TO GOVERN, EXCEPT FOR THOSE DETAILS CONTAINED HEREIN. 4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE PROJECT SITE, CONTRACTOR PROPERTY, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE PROJECT SITE, CONTRACTOR PROPERTY, EQUIPMENT, AND WORK. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL ADJACENT ROADS AND SHALL REPAIR ALL THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL ADJACENT ROADS AND SHALL REPAIR ALL DAMAGE TO THE SATISFACTION OF THE TOWNSHIP ENGINEER. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL BE PROTECTED FROM DAMAGE BY TRACKED EQUIPMENT. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE LAY-DOWN AND/OR STAGING AREAS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE LAY-DOWN AND/OR STAGING AREAS SUBJECT TO APPROVAL BY THE TOWNSHIP ENGINEER. 8. HOURS OF WORK SHALL BE BETWEEN 7:00AM AND 6:00PM WEEKDAYS AND 8:00AM AND 4:00PM HOURS OF WORK SHALL BE BETWEEN 7:00AM AND 6:00PM WEEKDAYS AND 8:00AM AND 4:00PM SATURDAY, NO WORK ON SUNDAY, UNLESS OTHERWISE PERMITTED BY THE TOWNSHIP ENGINEER. 9. BASELINE SHOWN ON PLAN IS APPROXIMATE CENTER LINE OF THE ROAD AND IS SHOWN FOR BASELINE SHOWN ON PLAN IS APPROXIMATE CENTER LINE OF THE ROAD AND IS SHOWN FOR REFERENCE PURPOSES ONLY. NO SURVEY BASELINE DATA HAS BEEN ESTABLISHED THROUGHOUT THE PROJECT LIMITS. 10. ALL TRAFFIC STRIPES SHALL BE EPOXY RESIN WITH REFLECTIVE GLASS BEADS IN ACCORDANCE WITH ALL TRAFFIC STRIPES SHALL BE EPOXY RESIN WITH REFLECTIVE GLASS BEADS IN ACCORDANCE WITH SECTION 912.03.01 OF THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 10. ALL TRAFFIC MARKINGS/SYMBOLS SHALL BE HOT EXTRUDED THERMOPLASTIC IN ACCORDANCE WITH ALL TRAFFIC MARKINGS/SYMBOLS SHALL BE HOT EXTRUDED THERMOPLASTIC IN ACCORDANCE WITH SECTION 912.03.03 OF THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 11. CONTRACTOR TO RESET VALVE COVERS AT NO EXTRA COST TO THE TOWNSHIP CONTRACTOR TO RESET VALVE COVERS AT NO EXTRA COST TO THE TOWNSHIP 12. CONTRACTOR SHALL RESET EXISTING SIGNS WITHIN THE PROJECT AREA THAT CURRENTLY DO NOT MEET CONTRACTOR SHALL RESET EXISTING SIGNS WITHIN THE PROJECT AREA THAT CURRENTLY DO NOT MEET MUTCD AND NJDOT MINIMUM UNDER-CLEARANCE REQUIREMENTS AT NO ADDITIONAL COST TO THE TOWNSHIP. 13. PROPOSED RADIUS AT CURB RETURNS SHALL REMAIN AS EXISTING. PROPOSED RADIUS AT CURB RETURNS SHALL REMAIN AS EXISTING. 14. NO CHANGE IS PROPOSED TO THE EXISTING WIDTH OF THE ROADWAY. NO CHANGE IS PROPOSED TO THE EXISTING WIDTH OF THE ROADWAY. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ANY ERRORS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY 16. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION 17. CONTRACTOR SHALL LOCATE AND PRESERVE ALL UNDERGROUND AND SURFACE UTILITIES AND CONTRACTOR SHALL LOCATE AND PRESERVE ALL UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE OF CONSTRUCTION, AND SHALL REPAIR AND REPLACE ANYTHING THAT HE/SHE DAMAGES AT THEIR EXPENSE 18. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND SCHEDULE AND COORDINATE ALL WORK THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND SCHEDULE AND COORDINATE ALL WORK INVOLVED WITH UTILITIES AT NO ADDITIONAL COST TO THE TOWNSHIP 19. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES AND SHRUBS IN WORK AREA AND CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES AND SHRUBS IN WORK AREA AND SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGING OF TREES AND SHRUBS UNLESS OTHERWISE NOTED 20. CONTRACTOR SHALL PERFORM PAVING TO PROVIDE POSITIVE DRAINAGE AND TO ASSURE THAT NO CONTRACTOR SHALL PERFORM PAVING TO PROVIDE POSITIVE DRAINAGE AND TO ASSURE THAT NO PONDING OCCURS. 21. MEET EXISTING PAVEMENT ELEVATION AT LIMIT OF MILLING/LIMIT OF PAVING AND SEAL THE JOINT IN MEET EXISTING PAVEMENT ELEVATION AT LIMIT OF MILLING/LIMIT OF PAVING AND SEAL THE JOINT IN ACCORDANCE TO NJDOT REQUIREMENTS PRIOR TO CONTRACT CLOSEOUT. 22. MEET EXISTING CENTERLINE PROFILE OF THE ROADWAY AND GUTTER LINE ELEVATIONS ON ALL ROADS. MEET EXISTING CENTERLINE PROFILE OF THE ROADWAY AND GUTTER LINE ELEVATIONS ON ALL ROADS. 23. ALL EXISTING SIGNS SHALL BE REPLACED AT LOCATIONS SHOWN ON THE PLANS ALL EXISTING SIGNS ALL EXISTING SIGNS SHALL BE REPLACED AT LOCATIONS SHOWN ON THE PLANS ALL EXISTING SIGNS BEING REPLACED WITH NEW SIGNS SHALL BE RETURNED TO ROBBINSVILLE TOWNSHIP DEPARTMENT OF PUBLIC WORKS AT NO ADDITIONAL COST AND THE COST THEREOF SHALL BE INCLUDED IN THE COST OF VARIOUS LINE ITEMS OF THE PROPOSAL 24. ALL NEW SIGNS SHALL BE FABRICATED IN ACCORDANCE WITH THE STANDARDS OUTLINED IN SECTION ALL NEW SIGNS SHALL BE FABRICATED IN ACCORDANCE WITH THE STANDARDS OUTLINED IN SECTION 911.01.01 OF THE NJDOT STANDARDS FOR ROAD AND BRIDGE CONSTRUCTION. 25. PROPOSED SIDEWALK TO MATCH EXISTING ELEVATION WHERE IT MEETS EXISTING/ADJACENT SIDEWALK. PROPOSED SIDEWALK TO MATCH EXISTING ELEVATION WHERE IT MEETS EXISTING/ADJACENT SIDEWALK. . 26. THE QUANTITIES AS SHOWN ON PLANS ARE APPROXIMATE AND ARE NOT INTENDED TO REPRESENT THE THE QUANTITIES AS SHOWN ON PLANS ARE APPROXIMATE AND ARE NOT INTENDED TO REPRESENT THE EXACT QUANTITIES OF VARIOUS WORK ITEMS TO BE CONSTRUCTED UNDER THIS CONTRACT. THE OWNER RESERVES THE RIGHT TO INCREASE OR DECREASE QUANTITIES DURING CONSTRUCTION, WITHOUT ANY CLAIMS TO BE MADE BY THE CONTRACTOR. 27. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDERS AND REGULATIONS THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDERS AND REGULATIONS RELATING TO THE PERFORMANCE OF THE WORK, THE PROTECTION OF ADJACENT PROPERTY AND THE MAINTENANCE OF PASSAGEWAYS. 28. ONE COPY OF THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS FURNISHED TO THE ONE COPY OF THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS FURNISHED TO THE CONTRACTOR MUST BE KEPT ON THE PROJECT SITE. ALL WORK AND MATERIALS NECESSARY FOR THE COMPLETION OF THE WORK ACCORDING TO THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS, SHALL BE FURNISHED, PERFORMED AND DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. ANY CONFLICT OR INCONSISTENCY BETWEEN THE PLANS AND SPECIFICATIONS, OR ANY DISCREPANCY BETWEEN THE FIGURES AND SCALE OF DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, WHOSE DECISION THEREON SHALL BE FINAL. THE DECISION OF THE ENGINEER AS TO WHICH SPECIFICATION WILL GOVERN WILL BE FINAL. 29. THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE CONTRACT THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL PROPOSED FIELD CHANGES MUST BE APPROVED IN WRITING BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN PRIOR TO THE CONSTRUCTION OF ANY FIELD CHANGES. 30. ALL/ANY DISTURBED LANDSCAPING FEATURES, SHRUBS, FENCING, WALKWAYS, SIGNS, MAILBOXES, ALL/ANY DISTURBED LANDSCAPING FEATURES, SHRUBS, FENCING, WALKWAYS, SIGNS, MAILBOXES, DRIVEWAYS, IRRIGATION AND SPRINKLER SYSTEMS, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER AND/OR THE OWNER. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS RESTORATION WORK UNLESS SAME IS CLEARLY SPECIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL TAKE PRUDENT MEASURES TO PROTECT ALL EXISTING PROPERTY BOUNDARY EVIDENCE (MONUMENTS, IRON PIPE, PINS, ETC.) DURING CONSTRUCTION. 31. ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NJ LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 32. WHENEVER A QUESTION ARISES REGARDING THE SPECIFICATIONS OR DRAWINGS OR ANY SUPPLEMENTARY WHENEVER A QUESTION ARISES REGARDING THE SPECIFICATIONS OR DRAWINGS OR ANY SUPPLEMENTARY DRAWINGS OR INSTRUCTIONS OF THE FIELD ENGINEER, SAME SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN. 33. THE LIMIT OF DISTURBANCE SHALL BE TAKEN TO BE 3 FEET MINIMUM AND 5 FEET MAXIMUM BEYOND THE LIMIT OF DISTURBANCE SHALL BE TAKEN TO BE 3 FEET MINIMUM AND 5 FEET MAXIMUM BEYOND ANY PROPOSED IMPROVEMENTS UNLESS OTHERWISE SHOWN OR DIRECTED BY THE ENGINEER. ALL DISTURBED AREAS OUTSIDE THE PROJECT LIMITS OR NOT INTENDED TO BE INCLUDED IN THIS PROJECT, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS RESTORATION, UNLESS SPECIFIED ELSEWHERE. 34. THE CONTRACTOR IS ADVISED THAT ABOVE AND BELOW GROUND OBSTACLES AND UTILITIES MAY EXIST THE CONTRACTOR IS ADVISED THAT ABOVE AND BELOW GROUND OBSTACLES AND UTILITIES MAY EXIST WITHIN THE PROJECT LIMITS INCLUDING, BUT NOT LIMITED TO, ELECTRIC, CATV, GAS, FIBER OPTICS, VALVE BOXES, ETC.. ALL OBSTACLES MUST BE RELOCATED OR OTHERWISE RESET AS PART OF THE WORK INCLUDED IN THE ITEM "CLEARING SITE". 35. ALL DISTURBED OR DAMAGED WALKWAYS, SIGNS, CURBING, TREES, HYDRANTS, UTILITIES, PAVED ALL DISTURBED OR DAMAGED WALKWAYS, SIGNS, CURBING, TREES, HYDRANTS, UTILITIES, PAVED SURFACES, DRIVEWAYS, BUILDING FACADES, ETC. SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS RESTORATION UNLESS SPECIFIED ELSEWHERE IN THE CONTRACT. THE LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATIONS OF THE UTILITIES PRIOR TO THE START OF CONSTRUCTION. 36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION AND MAINTENANCE OF ALL ACCESS THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION AND MAINTENANCE OF ALL ACCESS DRIVEWAYS AT NO ADDITIONAL COST TO THE OWNER. 37. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE DURING AND AFTER THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE DURING AND AFTER CONSTRUCTION. IF A SITUATION ARISES WHERE WATER WILL POND AT A PARTICULAR LOCATION, THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN MUST BE NOTIFIED IMMEDIATELY IN ORDER TO MAKE CORRECTIVE MEASURES, IN WRITING. IF DIRECTED BY THE ENGINEER, BITUMINOUS CHUTES SHALL BE CONSTRUCTED AND SHALL BE PAID PER SQUARE YARD IN THE SURFACE COURSE PAY ITEM. 38. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES DURING CONSTRUCTION. 39. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE PROVIDED IN CONFORMANCE WITH N.J.D.O.T. & MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE PROVIDED IN CONFORMANCE WITH N.J.D.O.T. & M.U.T.C.D. REQUIREMENTS. THE ROADWAY SHALL REMAIN OPEN AND PASSABLE AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE TOWNSHIP PUBLIC SAFETY OFFICIAL. 40. THE CONTRACTOR IS NOTIFIED THAT HE MUST MAINTAIN TRAFFIC AND ACCESS TO RESIDENCES, THE CONTRACTOR IS NOTIFIED THAT HE MUST MAINTAIN TRAFFIC AND ACCESS TO RESIDENCES, PEDESTRIANS, AND BUSINESSES FOR THE DURATION OF THE PROJECT. THE CONTRACTOR MUST PROVIDE FOR AN OPEN LANE OF VEHICULAR TRAFFIC TO PROCEED AT ALL TIMES DURING CONSTRUCTION. THE ROADWAYS WILL NOT BE ALLOWED TO BE CLOSED WITHOUT WRITTEN CONSENT FROM THE TOWNSHIP AND ENGINEER. THE CONTRACTOR IS ALSO NOTIFIED TO ASSURE ACCESS FOR GARBAGE COLLECTION, SCHOOL BUSSES, AND EMERGENCY VEHICLES. NO SEPARATE PAYMENT WILL BE MADE BUT SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL. 41. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MAINTAIN DUST CONTROL AS REQUIRED THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MAINTAIN DUST CONTROL AS REQUIRED OR DIRECTED BY THE ENGINEER. ALL VEHICLES SHALL BE CLEAN AND ALL ROADWAYS SHALL BE MAINTAINED AS DIRECTED BY THE ENGINEER. 42. ALL PROPOSED ALTERATIONS AND OR CONFLICTS WHICH ARISE DURING THE COURSE OF THE PROJECT ALL PROPOSED ALTERATIONS AND OR CONFLICTS WHICH ARISE DURING THE COURSE OF THE PROJECT SHOULD BE ADDRESSED TO THE DESIGN ENGINEER FOR GUIDANCE AND/OR CLARIFICATION. 43. SIGNS FOR PARKING PROHIBITION MUST BE POSTED AT LEAST 48 HOURS IN ADVANCE OF SIGNS FOR PARKING PROHIBITION MUST BE POSTED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE, OBTAIN AND PLACE SIGNS AS DIRECTED BY THE OWNER. 44. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN TRAFFIC STRIPES AND MARKINGS HAVE BEEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN TRAFFIC STRIPES AND MARKINGS HAVE BEEN LAID OUT FOR INSPECTION PRIOR TO INSTALLATION. THE ENGINEER MUST INSPECT AND APPROVE THE LAYOUT PRIOR TO THE CONTRACTOR INSTALLING TRAFFIC STRIPES AND MARKINGS. 45. THE EXISTING SURFACE SHALL BE CLEANED OF ALL DIRT AND OTHER FOREIGN OR LOOSE MATTER THE EXISTING SURFACE SHALL BE CLEANED OF ALL DIRT AND OTHER FOREIGN OR LOOSE MATTER IMMEDIATELY BEFORE THE FIRST APPLICATION OF HOT MIX MATERIAL. WHERE DIRT REMAINS THAT CANNOT BE REMOVED BY THE USE OF POWER BROOMS OR POWER BLOWERS AND AT THE OPTION OF THE ENGINEER, THE SURFACE SHALL BE FLUSHED WITH WATER. 46. THE CONTRACTOR SHALL PROVIDE FOR PROMPT REMOVAL, FROM EXISTING ROADWAYS, OF ALL DIRT AND THE CONTRACTOR SHALL PROVIDE FOR PROMPT REMOVAL, FROM EXISTING ROADWAYS, OF ALL DIRT AND OTHER MATERIALS THAT HAVE BEEN SPILLED, WASHED, TRACKED, OR OTHERWISE DEPOSITED THEREON BY ITS HAULING AND OTHER OPERATIONS WHENEVER THE ACCUMULATION IS SUFFICIENT TO CAUSE THE FORMATION OF MUD, INTERFERE WITH DRAINAGE, DAMAGE PAVEMENT, OR CREATE A TRAFFIC HAZARD. 47. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE OCCUPATIONAL SAFETY AND HEALTH THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR MAINTAINING A SAFE WORK ENVIRONMENT THROUGHOUT THE PROJECT. THE ENGINEER OR OWNER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE COMPLIANCE WITH THESE RULES BY THE CONTRACTOR OR SUBCONTRACTORS. 48. THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND/OR PROPERTY OWNERS AT LEAST FORTY-EIGHT THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND/OR PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF PERFORMING WORK IN THE VICINITY OF THEIR PROPERTY. 49. THE CONTRACTOR SHALL BE RESPONSIBLE TO DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE TO DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR CONSTRUCTION SITE SAFETY DURING THE COURSE OF THE PROJECT PURSUANT TO N.J.A.C. 5:23-2.21(e) OF THE NEW JERSEY UNIFORM CONSTRUCTION CODE AND GFB 1926.32(f) OSHA COMPETENT PERSON. THE CONTRACTOR IS WHOLLY & FULLY RESPONSIBLE FOR SITE SAFETY. 50. MAINTAIN A SPILL KIT ON-SITE DURING CONSTRUCTION AND EMPLOY SPILL MITIGATION MEASURES MAINTAIN A SPILL KIT ON-SITE DURING CONSTRUCTION AND EMPLOY SPILL MITIGATION MEASURES IMMEDIATELY UPON A SPILL OF FUEL OR OTHER HAZARDOUS MATERIAL.

AutoCAD SHX Text INLET REPAIR/RETROFIT NOTES: 1. REMOVAL AND DISPOSAL OF EXISTING FRAMES AND/OR GRATES AND/OR CURB PIECE REMOVAL AND DISPOSAL OF EXISTING FRAMES AND/OR GRATES AND/OR CURB PIECE HEADS THAT ARE BEING REPLACED WITH NJDEP COMPLIANT UNITS. REMOVAL AND DISPOSAL OF ALL BLOCK, CONCRETE, MORTAR, DEBRIS, SOILS, AGGREGATES, ETC. 2. FRAMES, GRATES, AND/OR HEADS BROKEN BY CONTRACTOR SHALL BE REPLACED WITH FRAMES, GRATES, AND/OR HEADS BROKEN BY CONTRACTOR SHALL BE REPLACED WITH NEW UNITS, AT NO CHARGE TO THE TOWNSHIP. 3. FURNISH AND INSTALL NEW INLET HEAD WITH TYPE 'N' ECO PLATE WITH 3D TROUT FURNISH AND INSTALL NEW INLET HEAD WITH TYPE 'N' ECO PLATE WITH 3D TROUT DESIGN AND 'DUMP NO WASTE DRAINS TO WATERWAYS' TEXT. 4. REMOVE ALL CRACKED, LOOSE, BROKEN, OR SPALLED BRICK/BLOCK/CMU FROM INLET REMOVE ALL CRACKED, LOOSE, BROKEN, OR SPALLED BRICK/BLOCK/CMU FROM INLET WALLS - DOWN TO SOLID DEFECT FREE AREA. RECONSTRUCT, REPACK, REPOINT INLET WALLS WITH MAPEI MORTAR AND CMU AS REQUIRED. ALL HORIZONTAL AND VERTICAL JOINTS SHALL BE FULL DEPTH MORTARED WITH JOINTS PARGED SMOOTH. 5. CHIP OUT AND REMOVE ALL CRACKED LOOSE MORTAR FROM AROUND ALL PIPING, CLEAN CHIP OUT AND REMOVE ALL CRACKED LOOSE MORTAR FROM AROUND ALL PIPING, CLEAN SURFACES. REPACK PIPE PENETRATION JOINTS WITH NEW STIFF MAPEI MORTAR, PARGE SMOOTH WITH INLET WALL. 6. CLEAN ALL DEBRIS FROM INSIDE OF INLET AND ADJACENT PIPING (TO 2 FT. FROM INLET). CLEAN ALL DEBRIS FROM INSIDE OF INLET AND ADJACENT PIPING (TO 2 FT. FROM INLET). 7. FOR INLETS SHOWING SINKHOLES OR SETTLEMENT, OR AS REQUESTED BY TOWNSHIP FOR INLETS SHOWING SINKHOLES OR SETTLEMENT, OR AS REQUESTED BY TOWNSHIP ENGINEER - SAWCUT ADJACENT PAVEMENT AS REQUIRED AND EXCAVATE AREAS OF SETTLEMENT AND ADJACENT AREAS. VISUALLY DETERMINE CAUSE OF SINKHOLE(S), CHIP AND CLEAN FAILED JOINTS, REPACK WITH STIFF MAPEI MORTAR. WRAP EXTERIOR PIPE PENETRATION WITH FILTER FABRIC (MIRAFI 140N OR APP. EQ.). BACKFILL WITH DGA OR RCA, TOP WITH 4” 19.5MM BASE AND 2” 9.5M64 SURFACE COURSE ASPHALT OR IN LAWN 19.5MM BASE AND 2” 9.5M64 SURFACE COURSE ASPHALT OR IN LAWN SURFACE COURSE ASPHALT OR IN LAWN AREAS 6” TOPSOIL, SEED, AND STABILIZATION. TOPSOIL, SEED, AND STABILIZATION. 8. GRATES SHALL BE INSTALLED WITH NO WARPAGE OR ROCKING. GRATES SHALL BE INSTALLED WITH NO WARPAGE OR ROCKING. 9. INLETS SHALL BE PROTECTED FROM TRAFFIC FOR 4 DAYS.INLETS SHALL BE PROTECTED FROM TRAFFIC FOR 4 DAYS.

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PAVEMENT

AutoCAD SHX Text NOTES : : 1. THIS DETAIL IS INTERCHANGEABLE FOR INLET THIS DETAIL IS INTERCHANGEABLE FOR INLET TYPES A, B, E, DOUBLE B, DOUBLE E. 2. FOR TYPE B INLETS, REPLACE CURB PIECE FOR TYPE B INLETS, REPLACE CURB PIECE TO TYPE N IF AND WHERE DIRECTED. 3. ANY ADJACENT CURB THAT BECOMES ANY ADJACENT CURB THAT BECOMES DAMAGED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE TOWNSHIP.

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JOHN W. NUNZIATO P.E, P.P.

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PROFESSIONAL

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ENGINEER

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TOWNSHIP OF ROBBINSVILLE 2298 ROUTE 33 ROBBINSVILLE N.J. 08691

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TOWNSHIP OF ROBBINSVILLE MERCER COUNTY NEW JERSEY

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2025 PAVING PROJECT FOX RUNNE CONSTRUCTION DETAILS

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BLACK POWDER COATED, 2 067 IN , I D ; 2 375 IN ,

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AutoCAD SHX Text \\svr-rt-vm\Departments\Engineering\CAD FILES\2025 Paving FOX RUNNE.dwg Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PMnpapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PMNicholas Papasso Plotted:2/25/2025 3:45 PM Plotted:2/25/2025 3:45 PM2/25/2025 3:45 PM

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JOHN W. NUNZIATO P.E, P.P.

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TOWNSHIP OF ROBBINSVILLE 2298 ROUTE 33 ROBBINSVILLE N.J. 08691

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TOWNSHIP OF ROBBINSVILLE MERCER COUNTY NEW JERSEY

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AutoCAD SHX Text NOTE: 1. EXISTING RIGHT OF WAY LINES ARE DEVELOPED FROM TAX MAPS AND ARE FOR REFERENCE PURPOSES ONLY. EXISTING RIGHT OF WAY LINES ARE DEVELOPED FROM TAX MAPS AND ARE FOR REFERENCE PURPOSES ONLY. 2. EXISTING CENTERLINES AND EOP ARE DEVELOPED FROM AERIAL IMAGERY AND ARE FOR REFERENCE PURPOSES ONLY EXISTING CENTERLINES AND EOP ARE DEVELOPED FROM AERIAL IMAGERY AND ARE FOR REFERENCE PURPOSES ONLY 3. LOCATIONS OF EXISTING INLETS, SIGNAGE, VALVES, MANHOLES, AND MARKINGS ARE APPROXIMATE AND SHOULD BE FIELD LOCATIONS OF EXISTING INLETS, SIGNAGE, VALVES, MANHOLES, AND MARKINGS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR.

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VAN NOSTRAND COURT

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2025 PAVING PROJECT VAN NOSTRAND COURT CONSTRUCTION PLAN

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AutoCAD SHX Text \\svr-rt-vm\Departments\Engineering\CAD FILES\2025 Paving FOX RUNNE.dwg Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PMnpapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PMNicholas Papasso Plotted:2/25/2025 3:45 PM Plotted:2/25/2025 3:45 PM2/25/2025 3:45 PM

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JOHN W. NUNZIATO P.E, P.P.

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TOWNSHIP OF ROBBINSVILLE 2298 ROUTE 33 ROBBINSVILLE N.J. 08691

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TOWNSHIP OF ROBBINSVILLE MERCER COUNTY NEW JERSEY

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CHAMBERS COURT

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2025 PAVING PROJECT CHAMBERS COURT CONSTRUCTION PLAN

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CHAMBERS COURT

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AutoCAD SHX Text \\svr-rt-vm\Departments\Engineering\CAD FILES\2025 Paving FOX RUNNE.dwg Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM Last Saved By:npapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PMnpapasso, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM, 2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM2/25/2025 3:42 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PM Plotted By:Nicholas Papasso Plotted:2/25/2025 3:45 PMNicholas Papasso Plotted:2/25/2025 3:45 PM Plotted:2/25/2025 3:45 PM2/25/2025 3:45 PM

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JOHN W. NUNZIATO P.E, P.P.

AutoCAD SHX Text N.J.

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PROFESSIONAL

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ENGINEER

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NO.

AutoCAD SHX Text 37530

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DATE

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TOWNSHIP OF ROBBINSVILLE 2298 ROUTE 33 ROBBINSVILLE N.J. 08691

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TOWNSHIP OF ROBBINSVILLE MERCER COUNTY NEW JERSEY

AutoCAD SHX Text C-3

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HOBBS COURT

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2025 PAVING PROJECT HOBBS COURT CONSTRUCTION PLAN

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PROP. R1-1

AutoCAD SHX Text 24.00

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TABLE OF CONSTRUCTION QUANTITIES

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ITEM

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UNIT

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DESCRIPTION

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QUANTITY

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UNIT

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INLET FILTER TYPE 2, 2'X4'

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HMA MILLING, 3" OR LESS

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TON

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HMA 9.5M64 SURFACE COURSE, 2" THICK

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GAL

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TACK COAT

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UNIT

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RECONSTRUCTED INLET, TYPE B, USING EXISTING CASTING

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UNIT

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CURB PIECE, TYPE N-ECO

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UNIT

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RESET MANHOLE USING EXISTING CASTINGS

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REGULATORY AND WARNING SIGNS

AutoCAD SHX Text 6.25

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UNIT

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STEEL "U" POST SIGN SUPPORT, BREAKAWAY

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LEGEND

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PROPOSED SIGN

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CONCRETE SIDEWALK, 4" THICK

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HMA MILLING, 3" OR LESS

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DETECTABLE WARNING SURFACE

AutoCAD SHX Text RESET MANHOLE, SANITARY SEWER, STORM SEWER, STORM SEWER, COMMUNICATIONS, VALVE COVER, USING EXISTING CASTINGS

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REPLACE CURB PIECE INLET STRUCTURE REPAIR

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EXISTING FIRE HYDRANT

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EXISTING CURB

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PROPOSED CURB/REPLACEMENT

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LINE ITEM NUMBER

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DETAIL NUMBER

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SHEET CODE

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PROPOSED SIGN LEGEND

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SIGN DESIGNATION

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MESSAGE

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SIZE (IN X IN)

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AREA (SF)

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QTY

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TOTAL AREA (SF)

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STOP SIGN

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File details come from the government source that posted it. Updated Apr 14, 2025.