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DATE:REVISIONS12/5/2019User: SSALLADEE <br />NG INEERNORTHCAROLINA <br />SEAL <br />043171 <br />SMLEH .S <br />S <br />ACUL <br />L <br />ANOISSEFOR <br />P12/05/2019 <br />NC License No. C-0910 <br />www.rameykemp.com <br />Fax: (919) 878-5416 <br />Phone: (919) 872-5115 <br />Raleigh, North Carolina 27609 <br />Suite 100 <br />5808 Faringdon Place <br />R A M E Y K E M P <br />A S S O C I A T E S <br />& <br />T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_02.dgnDESIGNED BY:DAR <br />LSHCHECKED BY: <br />1871 <br />RCA NATN,RO H <br />C <br />AY IOLRSHEET #GOTRIANGLE BUS STOPSGENERAL NOTES (APPLICABLE FOR ALL SHEETS):2018 NCDOT ROADWAY ENGLISH STANDARD DRAWINGS <br />RALEIGH, N.C., DATED JANUARY 16, 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: <br />THE FOLLOWING ROADWAY STANDARDS AS THEY APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N.C. DEPARTMENT OF TRANSPORTATION -2 <br />SPECIAL SEDIMENT CONTROL FENCE1606.01 <br />TEMPORARY SILT FENCE1605.01 <br />DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT <br />PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS1205.07 <br />PAVEMENT MARKINGS - LINE TYPES AND OFFSETS1205.01 <br />DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION <br />SKINNY DRUM1180.01 <br />TYPE III BARRICADES1145.01 <br />CONES1135.01 <br />DRUM1130.01 <br />PORTABLE WORK ZONE SIGNS1110.02 <br />TEMPORARY LANE CLOSURES1101.02 <br />WORK ZONE ADVANCE WARNING SIGNS1101.01 <br />DIVISION 11 - WORK ZONE TRAFFIC CONTROL <br />MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS904.50 <br />ORIENTATION OF GROUND MOUNTED SIGNS904.10 <br />GROUND MOUNTED SIGN SUPPORTS903.10 <br />DIVISION 9 - SIGNING <br />CURB RAMP - EXISTING CURB AND GUTTER848.06 <br />CONCRETE SIDEWALK848.01 <br />CONCRETE CURB, GUTTER, AND CURB & GUTTER846.01 <br />DIVISION 8 - INCIDENTALS <br />PAVEMENT REPAIRS654.01 <br />DIVISION 6 - ASPHALT BASES AND PAVEMENTS <br />METHOD OF CLEARING - METHOD II200.02 <br />DIVISION 2 - EARTHWORK <br />TITLESTD. NO. <br />CONC. PAD <br />"U" BAR DETAIL <br />@2' SPACING <br />#5 BARW/ U-SHAPED BARS. <br />DOWELED TO CONC. PAD <br />CONC. CURB WITH 2" RADIUS <br />NTS <br />CONCRETE CURB ON PAD <br />COMPACTED SUBGRADE <br />NTS <br />TYPICAL SIDEWALK <br />8"12"6"6"6"12"3"WIRE FABRIC SHEETS <br />6x6xW2.9xW2.9 WOVEN <br />COMPACTED ABC <br />COMPACTED SUBGRADE <br />NTS <br />TYPICAL SHELTER PAD <br />ON SIDES OF PAD. <br />WHERE CURB TAPPERS <br />PROVIDE MIN. 2" COVER <br />ADJ. "U" BAR HEIGHT TO <br />NOTE: <br />1/4" RADIUS TOOLED EDGE AND FILL WITH SEALER. <br />EXPANSION JOINTS WILL BE INSTALLED AT ALL RIGID OBJECTS AND ADJACENT TO EXISTING PAVEMENT AND HAVE A8. <br />TO INSTALL HANDRAIL IN. SEE HANDRAIL DETAIL THIS SHEET. <br />WHERE HANDRAIL IS INSTALLED INCREASE PAD THICKNESS AS SHOWN ON THE HANDRAIL DETAIL TO CREATE A 12" X 12" BEAM7. <br />EXISTING GRADE AND ABC WILL BE PROPERLY COMPACTED WITH PLATE TAMPERS PRIOR TO PLACING CONCRETE. 6. <br />WILL MEET THE REQUIREMENTS OF NCDOT STANDARDS. <br />EXTEND ABC 1' BEYOND EDGE OF PAD IN ALL DIRECTIONS EXCEPT WHERE BORDERED BY EXISTING PAVEMENT OR SIDEWALK. ABC5. <br />CONCRETE PAD WILL HAVE A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%.4. <br />OF 6" BELOW THE EXISTING SURROUNDING GRADE WITH A 45 SECTION TO BRING BACK TO THE STANDARD 6" THICKNESS. <br />WHERE PROPOSED CONCRETE PAD ELEVATION IS ABOVE EXISITNG GRADE, PROVIDE A 1' WIDE CONCRETE "BEAM" TO EXTEND A MINIMUM3. <br /> <br />COVER OF 3" ON ALL SIDES. <br />REINFORCE AS SHOWN IN TYPICAL SECTION. WOVEN WIRE FABRIC SHALL HAVE MINIMUM 6" OVERLAPS AND MINIMUM2. <br />CONCRETE PAD WILL CONSIST OF 3,000 PSI CONCRETE IN ACCORDANCE WITH NCDOT STANDARDS.1. <br />GENERAL CONCRETE PAD NOTES: <br />MEET ADA COMPLIANCE. <br />ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE NCDOT STANDARD CURB RAMP DETAILS. ALL RAMPS SHOULD3. <br />CHANGES IN THE SIDEWALK. EXPANSION JOINTS WILL HAVE 1/4" RADIUS TOOLED EDGE AND FILLED WITH SEALER. <br />CONTRACTION JOINTS SHALL BE 5'-0" O.C. EXPANSION JOINTS WILL BE 50' MAX. O.C. AND AT ALL RIGID OBJECTS AND DIRECTION2. <br />NO LESS THAN A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%. <br />NCDOT ROADWAY STANDARD DRAWINGS. ALL SIDEWALKS WILL BE 4" THICK UNLESS OTHERWISE NOTED AND ROUGHENED WITH <br />SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.01 - CONCRETE SIDEWALKS OF THE LATEST REVISIONS1. <br />GENERAL SIDEWALK NOTES:oDETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHSEE PLANS <br />4" OR 6" <br />CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE.25. <br />ROW INFORMATION ON PLANS IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA.24. <br />THE USE OF SOD WILL BE USED AND DETERMINED BY THE TIME OF YEAR OR THE IMPORTANCE TO HAVE GRASS RE-ESTABLISHED. SMALL AREAS MAY BE SEEDED.23. <br />DIVERT RUNOFF AWAY FROM SHELTER PAD.22. <br />A CLEAR AREA OF 2 FEET MINIMUM SHOULD BE PROVIDED BEHIND SHELTER FOR MAINTENANCE.21. <br />TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOT PROTECTION ZONE. <br />NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NO20. <br />INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK. <br />BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALL BE <br />AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL19. <br />DAMAGED AREAS USED FOR THE TEMPORARY BUS STOP. <br />PROVIDE TEMPORARY PROTECTED AREA ADJACENT TO SITE FOR RIDERS UNTIL NEW SHELTER HAS BEEN ACCEPTED BY THE TOWN FOR OPERATION. REPAIR ANY <br />ALL EXISTING BUS STOPS WILL REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING MATERIAL WITH NEW SHELTER COMPLETION.18. <br />ALL PRUNING SHALL BE COMPLETED BY A LICENSED LANDSCAPE OR TREE PROFESSIONAL AND COORDINATED WITH THE TOWN OF HILLSBOROUGH.17. <br />ANY GRASS THAT NEEDS TO BE REPLACED AT THE END OF 2 WEEKS WILL BE AT THE CONTRACTORS EXPENSE. <br />I.E. FESCUE, BERMUDA, ETC. FERTILIZE AND WATER FOR A 2-WEEK PERIOD. CONTACT ENGINEER ONCE GRASS IS PLACED TO START 2-WEEK WATERING PERIOD. <br />GRADE ALL DISTURBED AREAS SMOOTH, REMOVE ALL ROOTS, ROCKS OR ANY OTHER DEBRIS, AND SOD. MATCH SOD TYPE TO EXISTING SURROUNDING GRASS,16. <br />PAVEMENT FOR PLACEMENT OF SOD. CUT GRADE DOWN 2" IN ALL GRASS AREAS TO TIE SOD FLUSH WITH SURROUNDING GRADE. <br />BACKFILL ADJACENT TO ALL NEW PAVEMENT ONCE FORM WORK IS REMOVED AND COMPACT. USE MINIMUM 6" CLEAN TOP SOIL AND BRING TO WITHIN 2" OF15. <br />LOCATED EVERY 50' AT MAXIMUM. <br />WITH NCDOT STANDARD SECTION 1028. CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE. EXPANSION JOINTS SHALL BE <br />PROVIDE JOINT SEALER AT ALL JOINTS BETWEEN NEW CONCRETE PAD AND EXISTING PAVEMENT. JOINT SEALER SHALL BE GRAY IN COLOR AND IN ACCORDANCE14. <br />ALL DAMAGE SHALL BE SAW CUT FOR SMOOTH JOINT. COORDINATE WITH TOWN PRIOR TO REPAIRING ASPHALT PAVEMENT. <br />IF ASPHALT PATCHING IS REQUIRED, USE 3" OF S9.5C IN PARKING LOT AREAS (CARS ONLY) AND USE 6" OF I19.0C AND 3" OF S9.5C IN ALL OTHER AREAS.13. <br />STRUCTURES. <br />ALL NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT TO PREVENT TRIPPING HAZARD. PROVIDE EXPANSION JOINT AT ALL EXISTING PAVEMENT OR12. <br />DRAWINGS OR THE TOWN OF HILLSBOROUGH STANDARDS FOR ADDITIONAL INFORMATION. ALL CONSTRUCTION SHOULD ADHERE TO THESE STANDARDS. <br />REFER TO SHEETS 2 & 3 AND THE LIST OF STANDARDS FOR SITE DETAILS. REFER TO THE MOST CURRENT VERISON OF THE NCDOT ROADWAY STANDARD11. <br />HILLSBOROUGH STANDARDS. ALL TRAFFIC CONTROL DEVICES AND SIGNING ARE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL. <br />SUBMIT PLAN TO TOWN PRIOR TO LANE CLOSURE FOR APPROVAL. PROVIDE PROPER SIDEWALK CLOSURE/DETOUR SIGNING IN ACCORDANCE WITH THE TOWN OF <br />IF LANE CLOSURE IS REQUIRED TO PERFORM ANY WORK ITEMS, USE NCDOT STD. 1101.02 FOR ADVANCED WARNING SIGNS AND APPLICABLE LANE CLOSURE. 10. <br />CONSTRUCTION ACTIVITIES. <br />THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES TO REMAIN AND RESTORING TO PRECONSTRUCTION CONDITIONS IF DAMAGED BY9. <br />FOR PROTECTING AND RESETTING IF DAMAGED BY CONSTRUCTION ACTIVITIES. CADD FILES CAN BE OBTAINED BY REQUEST FROM THE ENGINEER. <br />CONTROL POINTS PROVIDED ON PLAN ARE FOR USE IN STAKING OUT PROPOSED WORK TO BY COMPLETED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE8. <br />IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA. <br />OF THE ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS MAY NOT BE PROCURED AT THE TIME OF CONSTRUCTION. ROW INFORMATION SHOWN ON PLANS <br />INDIVIDUAL BUS SITE (IF APPLICABLE). THE CONTRACTOR WILL COORDINATE ENTRANCE INTO ADJACENT PROPERTY WITH THE TOWN AND UNDERSTANDS THAT SOME <br />AND GARBAGE PICKUP. THE TOWN HAS PROCURED OR IS IN THE PROCESS OF PROCURING ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS AT EACH <br />COORDINATE WITH PROPERTY OWNERS FOR STAGING AREAS AND OWNER ACCESS TO THE SITE DURING CONSTRUCTION, INCLUDING TENANT PARKING, DELIVERIES7. <br />MEETING THE LATEST TOWN OF HILLSBOROUGH AND NCDOT STANDARDS. <br />AND SIGNAGE AT ALL TIMES. DO NOT LEAVE ANY OPEN TRENCHES OR TRIPPING HAZARDS OVER NIGHT. USE PROPER SIDEWALK CLOSURE/DETOUR SIGNS <br />PROTECT ALL DISTURBED AREAS AND DO NOT LEAVE ANY OPEN TRENCHES WHEN NOT PRESENT. PROVIDE PROPER AND VISIBLE PROTECTION FENCING, MARKERS6. <br />SITE WHEN NOT PRESENT. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS AND EQUIPMENT LEFT ON SITE. IT IS RECOMMENDED THAT THE CONTRACTOR NOT LEAVE MATERIAL ON5. <br />MAINTENANCE OF EROSION CONTROL MEASURES IS INCIDENTAL TO EROSION CONTROL. <br />ENTERING ADJACENT STORM DRAINAGE SYSTEMS. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THE 2018 NCDOT ROADWAY STANDARD DRAWINGS. <br />AND SILT FENCING OR NCDOT #57 STONE PILED 1' HIGH BY 2' WIDE AT BASE AS APPLICABLE TO PREVENT SEDIMENT FROM LEAVING THE SITES OR <br />CONTROL SEDIMENT ON SITES AND PREVENT FROM WASHING ONTO ADJACENT ROADWAYS. PROVIDE INLET PROTECTION AT INLETS THROUGHOUT CONSTRUCTION4. <br />PRIOR TO REMOVAL, SAW CUT ALL PAVEMENT AND CONCRETE CURB AND GUTTER AT REMOVAL LIMITS OR AT NEAREST JOINT IF WITHIN 2' OF JOINT.3. <br />REPAIRED AT THE CONTRACTORS EXPENSE. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. ANY DAMAGE TO EXISTING UTILITIES WILL BE2. <br />CONTRACTOR TO DISPOSE OF PACKING MATERIAL IN A LEGAL MANNER OFF-SITE AND AT NO ADDITIONAL COST TO THE OWNER. <br />INSTALL BUS SHELTERS, BENCHES, AND OTHER AMENITIES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO INSTALL PER MANUFACTURERS INSTRUCTIONS. <br />INCLUDE ALL PARTS AND AMENITIES INCLUDING TRASH RECEPTACLE. CONTRACTOR TO PROVIDE ANCHORS AND INCIDENTAL ITEMS REQUIRED TO ASSEMBLE AND <br />STORED AT A LOCATION TO BE DETERMINED. CONTRACTOR TO COORDINATE WITH GOTRIANGLE TO OBTAIN THE AMENITIES. BUS SHELTERS AND BENCHES <br />THE CONTRACTOR IS TO OBTAIN THE BUS SHELTERS, BENCHES, AND OTHER AMENITIES FROM GOTRIANGLE, WHICH HAVE BEEN PRE-PURCHASED AND ARE BEING 1. <br />12"6"4"DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 <br />12/5/2019 <br />DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222