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Home My WebLink AboutNCC216675_Site Plan or Location Map_20211202a, 0 0 0 i c 0 0 D L c 0 I Y SYMBOLS AND ABBREVIATIONS ABC AGGREGATE BASE COURSE O EXISTING CURB INLET ALUM ALUMINUM ❑ EXISTING DROP INLET / YARD INLET ASSY ASSEMBLY a EXISTING FLARED END SECTION B-B BACK TO BACK -6- EXISTING FIRE HYDRANT BOA BLOW -OFF ASSEMBLY M0 EXISTING BLOW -OFF ASSEMBLY C&G CURB AND GUTTER EXISTING GATE VALVE CFS CUBIC FEET PER SECOND D EXISTING REDUCER CI CURB INLET EXISTING WATER METER C/L CENTER LINE O EXISTING MANHOLE / JUNCTION BOX CO CLEAN OUT Oa EXISTING CLEAN OUT COM COMMUNICATION 0 EXISTING POWER POLE CONC CONCRETE C EXISTING GUY WIRE CT COURT ❑ EXISTING TELEPHONE PEDESTAL CU COPPER 3�_ EXISTING LIGHT POLE / AREA LIGHT DCV DOUBLE CHECK VALVE EXISTING SIGN DDCV DOUBLE DETECTOR CHECK VALVE NEW CURB INLET DEFL DEFLECTION NEW GRATE INLET/YARD INLET DI DROP INLET , NEW FLARED END SECTION DIP DUCTILE IRON PIPE NEW FIRE HYDRANT DRAIN DRAINAGE NEW BLOW -OFF ASSEMBLY N NEW GATE VALVE DR DRIVE NEW REDUCER EASE EASEMENT NEW WATER METER ELEC ELECTRIC _ 1 • 1 NEW TEE EOP EDGE OF PAVEMENT I -I NEW PLUG EXIST EXISTING • NEW MANHOLE FES FLARED END SECTION Q NEW CLEAN OUT FH FIRE HYDRANT _W_ NEW SIGN FM FORCE MAIN o IRON PIPE FT FEET BENCHMARK FT/SEC FEET PER SEC 03 STORM STRUCTURE LABEL GALV GALVANIZED GV GATE VALVE BLOCK AND GRAVEL INLET PROTECTION HCR HANDICAP RAMP ®®®® INV INVERT SILT FENCE INLET PROTECTION L LENGTH LF LINEAR FEET EXCAVATED INLET PROTECTION LP LIGHT POLE LT LEFT MH MANHOLE SEDIMENT BASIN MIN MINIMUM OHE OVERHEAD ELECTRIC RISER BASIN PAVE PERM PAVEMENT PERMANENT ROCK DAM PP POWER POLE - -c- - -o- - EXISTING GAS LINE PVC POLYVINYL CHLORIDE - con+ - --con+ - EXISTING COMMUNICATIONS LINE R RADIUS - -UT- - -UT- - EXISTING UNDERGROUND TELEPHONE R/W RIGHT-OF-WAY - -UE- - -UE- - EXISTING UNDERGROUND ELECTRIC RED REDUCER - - oHE - - - oHE - EXISTING OVERHEAD ELECTRIC RPZ REDUCED PRESSURE ZONE - -W- - -W- - EXISTING WATER LINE RT RIGHT -FM-FM-FM- EXISTING SANITARY SEWER FORCE MAIN S SLOPE - -ss- - -ss- - EXISTING SANITARY SEWER SS SANITARY SEWER --------- EXISTING STORM DRAINAGE STA STATION NEW STORM DRAINAGE T TANGENT - - - - STREAM TDD TEMPORARY DIVERSION DITCH • --- -- NEW WATER LINE TELE TELEPHONE -<-<-<- NEW SANITARY SEWER TSB TEMPORARY SEDIMENT BASIN -FM-FM-Fu- NEW SANITARY SEWER FORCE MAIN TSD TEMPORARY SLOPE DRAIN NEW GAS MAIN UG UNDERGROUND GL GRASSED LINED DITCH/CHANNEL W WIDTH JM JUTE MATTING LINED DITCH/CHANNEL W/L WATER LINE P PYRAMAT LINED DITCH/CHANNEL WM WATER METER C LIMITS OF CUT SLOPE YI YARD INLET F LIMITS OF FILL SLOPE SILT FENCE -TF X TF- TREE FENCE COMBINATION SILT/ TREE FENCE DIVERSION DITCH 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS, SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 72 HOURS PRIOR TO ANY DEMOLITION GRADING OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE ULOCO AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF ( 1 EXISTING UTILITIES WITHIN THE SITE. 4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND AS FURTHER DIRECTED BY CITY AND STATE INSPECTORS. 6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. SPINNING MILL LOFTS AT EAST VILLAGE PHASE 1 CONSTRUCTION DRAWINGS - SUBMITTED TOWN OF CLAYTON JOHNSTON COUNTY DEVELOPER: SPINNINNG MILL INVESTMENTS, LLC P.O. BOX 566 GREENVILLE, NC 27835 TELEPHONE: (252) 752-7101 CONTACT: THOMAS TAFT, JR. 11-11-21 NORTH CAROLINA VICINITY MAP 1"= 1,000' PRE PARS D BY. I n BIZ111:1 BASS, NIXON & KENNEDY, INC. CONSULTING ENGINEERS 6310 CHAPEL HILL ROAD, SUITE 250 RALEIGH, NORTH CAROLINA 27607 TELEPHONE: (919)851-4422 or (800)354-1879 FAX:(919)851-8968 www.BNKine.com CERTIFICATION NUMBERS: NCBELS (C-0110) NCBOLA (C-0267) CONSTRUCTION NOTES 7. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE TOWN OF CLAYTON ENGINEERING DEPARTMENT. 8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCING CONSTRUCTION. 9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. 10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE COMPACT AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND ROADWAY PROFILE&SU PERE LEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY ENGINEERS: BASS, NIXON AND KENNEDY, INC. 6310 CHAPEL HILL ROAD, SUITE 250 SHEET INDEX SHEET No. SHEET TITLE COVER SHEET C1.0 EXISTING CONDITIONS PLAN C1.1 OVERALL SITE PLAN C1.2 ENLARGED SITE PLAN C1.3 ENLARGED SITE PLAN C2.1 UTILITY PLAN C2.2 UTILITY PLAN C3.1 GRADING AND DRAINAGE PLAN C3.2 GRADING AND DRAINAGE PLAN C3.3 STORM DRAINAGE CALCULATIONS C3.4 SCM # 1 PLAN AND DETAILS C3.5 SCM # 2 PLAN AND DETAILS C3.6 EROSION CONTROL PLAN STAGE 1 C3.7 EROSION CONTROL PLAN STAGE 1 C3.8 EROSION CONTROL PLAN STAGE 2 C3.9 EROSION CONTROL PLAN STAGE 2 C4.1 SEWER OUTFALL A PLAN AND PROFILE C4.2 8" PVC WATERLINE PLAN AND PROFILE C4.3 8" PVC WATERLINE PLAN AND PROFILE C5.1 DETAILS - SITE C5.2 DETAILS - WATER C5.3 DETAILS - SEWER C5.4 EROSION CONTROL DETAILS C5.5 EROSION CONTROL DETAILS C5.6 EROSION CONTROL DETAILS L1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NORTH L1.2 LANDSCAPE PLAN SOUTH L1.3 MILL BUILDING LANDSCAPE PLAN L1.4 DETAILS WATER LINE I LF FDC I EA 1 3" Water Meter I EA 1 3" Service line PVC I LF 1 4" Fire Service Line PVC I LF 1 6" DIP Service Line LF I Fire Hydrants EA 8" PVC MAIN 12,371.67 1 9.001 1 9.001 1748.171456.43 163.03 8 TOTAL 12,371.67 1 9.00 1 9.00 748.17 456.43 163.031 8 Storm Drain Pipe LF EA EA I EA EA EA 15" RCP 2,193.77 Curb Inlets 32 Junction Box 2 Wet Pond Outlet Structures Flared End Sections Yard Inlets 14 18" RCP 954.88 4' x 4' Structure 2 15" FES 1 24" RCP 848.20 24" FES 4 36" RCP 389.62 36" FES 1 I Sanitary Sewer Pipe I LF 8" C-900 PVC 78.40 Manholes EA 50.93 4' Manhole 1 262.64 5' Extended Base 7 219.18 123.98 TOTAL 1 735.13 8 8" 401 Lined DIP 139.70 141.63 244.38 TOTAL 525.71 1 6" PVC Service Line 1 1,438.03 1 6" Clean Outs 1 24 1 1 TOTAL 8.03 24 STREET LF I Sidewalk LF GreenwayTrail LF Greenway Trail LF A 692.81 6 ' wide conc. side% 6,198.96 8' wide conc. sidewz 1,129.65 10' wide asphalt sidewa 160.38 B 1,400.57 Mill Street 1,067.22 D 326.85 1 365.59 L 214.70 TOTAL 14,067.741 16,198.9611,129.65 EEU RALEIGH, NORTH CAROLINA 27607 TELEPHONE: (919) 851-4422 FAX: (919) 851-8968 CONTACT: MARTY D. BIZZELL, PE, CPESC EMAIL: MARTY.BIZZELL@BNKINC.COM 13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. 14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. 15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA REQUIREMENTS AND THE NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE. 16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER. 17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL. 18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL PLACEMENT. 19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND REPAIR AT THE CONTRACTOR'S EXPENSE. 20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS PART OF THE MUNICIPALITY AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST. 21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTION, TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION. PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING, AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE INC BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 22. ALL RETAINING WALLS CONSTRUCTED ON THIS SITE WILL REQUIRE A BUILDING PERMIT PRIOR TO THE START OF CONSTRUCTION. Town of Clayton Approved for Construction Signature: Date: To Engneer Initials/Date Engineering: Stormwater: Planning: Fire: Town of Clayton Engineering must be contacted at a minimum 48 hours prior to the commencement of construction activities. The Town of Clayton will not be responsible for errors and/or omissions on these approved set of plans. 0 z a 0 z 0 H V 0 z 0 LU r a 2 IL ♦LU V a J \J F_ W a LU F_ a V`♦ r 0 J J J V z z z FL U)