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NHC Landfill Convenience Center - Proposed Site Plan 4.1.2021MARCH 2021NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECT WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINAPERMIT SET - NOT FOR CONSTRUCTIONRKnow what'sbelow.before you dig.Call5400 Glenwood Avenue, Suite 400CDM Smith Inc.Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255VICINITY PLAN(NOT TO SCALE)LOCATION PLAN(NOT TO SCALE)PROJECTLOCATION5410 Trinity Rd. #102Raleigh, NC 27607919-866-4951NORTHEAST CAPEFEAR RIVERLAKESUTTON G002 DRAWING INDEX ARCHITECTURAL A101 STAFF BUILDING FLOOR AND ROOF PLANS A102 CONVENIENCE CENTER OVERALL PLAN + ENLARGED BAY PLAN A111 REFLECTED CEILING PLAN AND FINISH PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A301 STAFF BUILDING SECTIONS A401 ENLARGED TOILET AND KITCHENETTE ELEVATIONS A402 ENLARGED STAIR PLANS AND DETAILS A403 ENLARGED STAIR PLANS AND DETAILS A421 WALL SECTIONS I A422 WALL SECTIONS II A423 WALL SECTIONS III A501 PLAN DETAILS I A502 PLAN DETAILS II A511 MILLWORK DETAILS A521 HEAD JAMB AND SILL DETAILS A525 ROOF DETAILS A601 DOOR AND WINDOW SCHEDULE STRUCTURAL S100 GENERAL STRUCTURAL NOTES I S100.1 GENERAL STRUCTURAL NOTES II S101 FOUNDATION PLAN S102 ROOF FRAMING PLAN S201 STRUCTURAL FOUNDATION DETAILS S301 STRUCTURAL FRAMING DETAILS MECHANICAL M001 MECHANICAL ABBREVIATIONS, LEGEND AND GENERAL NOTES M200 MECHANICAL PLAN AND SCHEDULES M500 MECHANICAL DETAILS I M501 MECHANICAL DETAILS II PLUMBING P001 PLUMBING ABBREVIATIONS, LEGEND, GENERAL NOTES, AND SCHEDULES P200 PLUMBING PLANS P500 PLUMBING DETAILS I P501 PLUMBING DETAILS II ELECTRICAL E001 ELECTRICAL LEGEND AND NOTES E002 ELECTRICAL GENERAL NOTES E100 SITE PLAN E200 ELECTRICAL LIGHTING AND POWER PLAN GENERAL G001 COVER G002 DRAWING INDEX G003 GENERAL NOTES AND LEGEND G004 ARCHITECTURAL ABBREVIATIONS, SYMBOLS AND NOTES G101 BUILDING CODE SUMMARY C001 PROJECT LOCATION AND ACCESS PLAN C002 EXISTING CONDITIONS PLAN LAYOUT L101 DEMOLITION PLAN L201 LAYOUT PLAN L210 STRIPING AND SIGNAGE PLAN L401 PLANTING PLAN L501 DETAILS L502 DETAILS CIVIL U200 OVERALL UTILITY PLAN U201 UTILITY PLAN INSETS C100 OVERALL GRADING AND DRAINAGE PLAN C101 GRADING AND DRAINAGE INSETS AND TABLES C111 STORM DRAINAGE PROFILES I C112 STORM DRAINAGE PROFILES II C200 CONSTRUCTION PHASING PLAN C201 SEDIMENT AND EROSION CONTROL PLAN D101 PAVING DETAILS D201 UTILITY DETAILS I D202 UTILITY DETAILS II D203 UTILITY DETAILS III D301 GRADING AND DRAINAGE DETAILS I D302 GRADING AND DRAINAGE DETAILS II D401 EROSION AND SEDIMENT CONTROL NOTES (NCGO1) D402 EROSION AND SEDIMENT CONTROL DETAILS I D403 EROSION AND SEDIMENT CONTROL DETAILS II F-1 ASPHALT ROAD ALTERNATE DRAWING INDEX SHEET NO.SHEET TITLE SHEET NO.SHEET TITLE SHEET NO.SHEET TITLE SHEET NO.SHEET TITLE NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION G003 GENERAL NOTES AND LEGEND NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION FM FM · · W S E T MOUNTING HEIGHTSFINISH FLOOR2' - 10"4' - 0"MAX.TO REFLECTIVE SURFACE3' - 4" MAX.5' - 4"4' - 4"4' - 0"4' - 0"MAX.2'-5" MIN. CLR.ACCESSIBLE STALLGB36GB42NDTH1' - 6"17"-19"3' - 0" 6"MAX.3' - 0"MAX.18" - 48"3' - 6" 1' - 0"MAX.ELEC/DATA OUTLETLIGHT SWITCHGANG OF DIMMER SWITCHESKEYPADPHONE OR SECOND ROW OF SWITCHESTHERMOSTATFIRE STROBETYPICAL DEVICES AT DOOR (COORD. WITH PLANS)ELEC/DATA OUTLETLIGHT SWITCHGANG OF DIMMER SWITCHESPHONE OR SECOND ROW OF SWITCHESTHERMOSTATFIRE STROBETYPICAL DEVICES AT EDGE OF WALL(COORD. WITH PLANS)6" TYP. U.O.N.6" TYP. U.O.N.ELEC/DATA OUTLETLIGHT SWITCHPHONE OR SECOND ROW OF SWITCHESTHERMOSTATFIRE STROBETYPICAL DEVICES AT COLUMN(COORD. WITH PLANS)EQ. EQ.EXIT1' - 0"U.O.N ON INTERIOR ELEVATIONS3"ILLUMINATED EXIT SIGN,WALL MOUNTEDROOM SIGN, MOUNT ON LATCH SIDE OF DOORTYPICAL SIGNAGE(COORD. WITH PLANS)MAX AT HANDLESOAP DISPENSERPAPER TOWELDISPENSERCOAT HOOK-ADACOAT HOOKMIRROR-ADALAVATORY-ADAFIRE EXTINGUISHERCABINET33"-36"33"-36"39"-41"GB1839"-41"18" MINSEE PLUMBING SHEETS FOR FIXTURE SPECIFICATIONSTO OPERABLE PARTS4' - 0" MAX.HAND DRYER -ADAROOM NAME10111010A1011SYMBOL LEGENDROOM NAME AND NUMBERDOOR NUMBERWALL TYPEWINDOW TYPEBUILDING ELEVATIONINTERIOR ELEVATIONBUILDING SECTIONWALL SECTIONEGRESS ARROWCOLUMN BUBBLEPLAN OR SECTION DETAILNORTH ARROWDRAWING NUMBERSHEET WHERE SECT. IS DRAWNCOLUMN LINE NUMBER OR LETTERCENTERLINEDRAWING NUMBERSHEET WHERE DETAIL IS DRAWNAREA DETAILEDSHEET WHERE ELEV . IS DRAWNDRAWING NUMBERSHEET WHERE ELEV. IS DRAWNDRAWING NUMBER1 A201A2111234A2111DRAWING NUMBERSHEET WHERE SECT. IS DRAWNA2111AABBREVIATIONS@ ATAB AIR BARRIERA/C AIR CONDITION(ER)(ING)ACC ACCESSIBLEACM ALUMINUM COMPOSITE MATERIALADJ ADJACENTAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATEARCH ARCHITECT(URAL)BD BOARDBFF BELOW FINISH FLOORBLDG BUILDINGBLKG BLOCKINGBOS BOTTOM OF STEELBRG BEARINGCG CORNERGUARDCJ CONTROL JOINTCL CENTERLINECLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCPT CARPETCW CURTAIN WALLDEMO DEMOL(ISH)(ITION)DF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDN DOWNDTL DETAILDS DOWNSPOUTDWG DRAWINGEA EACHEIFS EXTERIOR INSULATION AND FINISH SYSTEMELEC ELECTRICALEOD EDGE OF DECKEOS EDGE OF STEELEQ EQUALEWC ELECTRIC WATER COOLEREXST EXISTINGEXT EXTERIORFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIN FINISHFLR FLOORFF FINISH FLOORFPRF FIREPROOFINGFRT FIRE RETARDANT TREATEDFT FOOT/FEETFV FIELD VERIFYGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGFRC GLASS FIBER REINFORCED CONCRETEGL GLASSGWB GYPSUM WALLBOARDGYP GYPSUMHGT HEIGHTHM HOLLOW METALHR HOURHVAC HEATING, VENTILATING, AND AIR CONDITIONINGINFO INFORMATIONINT INTERIORJT JOINTLAV LAVATORYLB POUNDLH LEFT HANDLVOC LOW VOCMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALNNORTHNA NOT APPLICABLENC NON-COMBUSTIBLENCSBC NORTH CAROLINA STATE BUILDING CODENIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOC ON CENTEROPP OPPOSITEOM ORNAMENTAL METALPL PLATEPLAM PLASTIC LAMINATEPLBG PLUMBINGPME PLUMBING, MECHANICAL, ELECTRICALPT PRESSURE TREATEDPVC POLYVINYL CHLORIDEPWD PLYWOODRCP REFLECTED CEILING PLANRD ROOF DRAINRDL ROOF DRAIN LEADERREF REFRIGERATORREINF REINFORCE(D)(ING)(MENT)REQ REQUIREDRH RIGHT HANDRM ROOMRO ROUGH OPENINGRTU ROOF TOP UNITSCW SOLID CORE WOODSF SQUARE FOOT/FEETSFT STOREFRONTSIM SIMILARSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTD STANDARDSTL STEELSUSP SUSPENDEDT&G TONGUE & GROOVETHRU THROUGHTLT TOILETTOBB TOP OF BOND BEAMTOM TOP OF MASONRYTOP TOP OF PARAPETTOS TOP OF STEELTSTAT THERMOSTATTYP TYPICALUL UNDERWRITERS LABORATORYUON UNLESS OTHERWISE NOTEDVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVIF VERIFY IN FIELDW/ WITHW/I WITHINW/O WITHOUTWC WATER CLOSETWD WOODWT WEIGHTWWF WELDED WIRE FABRICMATERIAL LEGENDCMUBATT INSULATIONWOODBRICKSTEELGROUT, MORTAR, SAND, OR PRECASTALUMINUMCONCRETECARPETSOIL FILLROCK FILLGYPSUM BOARDRIGID INSULATIONPLYWOODWOOD BLOCKING (CONTINUOUS)WOOD BLOCKING (INTERRUPTED)GENERAL NOTES1. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.2. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION.3. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND CONSULTANT DRAWINGS, AND SHALL OBTAIN WRITTEN CLARIFCATION BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK.4. SUBMIT REQUESTS FOR SUBSITITIONS, REVISIONS, OR CHANGES TO ARCHITECT ACCORDING TO THE PROJECT MANUAL.5. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION, UNLESS OTHERWISE DIRECTED. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES WITH NIC ITEMS. 6. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT.7. PROVIDE A PORTABLE FIRE EXTINGUISHER WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY FIRE OR BUILDING FIELD INSPECTORS.8. PROVIDE ILLUMINATED EXIT SIGN OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY FIRE OR BUILDING FIELD INSPECTORS. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS.9. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE.10. MAINTAIN INTEGRITY OF FIRE RESISTANCE RATING OF ALL RATED SHAFT ENCLOSURES AND RATED PARTITIONS BEHIND RECESSED WALL ACCESSORIES, SUCH AS FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, AND ELECTRICAL BOXES. 11. NO EXPOSED CONDUIT, WIRING, PIPING, OR BOXES IS PERMITTED WITHOUT ARCHITECT APPROVAL, UNLESS SPECIFICALLY NOTED OTHERWISE. 12. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION BETWEEN THE TRADES PROVIDING SYSTEMS IN OPEN CEILING CONDITIONS. COORDINATION DRAWINGS AND ANY CONFLICTS ARE TO BE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION.13. REFER TO THE PROJECT MANUAL FOR COMPLETE GENERAL REQIUREMENTS AND CONDITIONS OF THE CONTRACT. THE PROJECT MANUAL SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN THE EVENT OF A CONFLICT.14. IF PROVIDED, REFER TO ENLARGED PLANS AND PLAN DETAILS FOR ADDITIONAL INFORMATION AND DIMENSIONS.15. TYPICAL DETAILS SHOWN ON THE DRAWINGS SHALL BE INCORPORATED AT ALL APPROPRIATE LOCATIONS WHETHER OR NOT SPECIFICALLY REFERENCED AT EACH LOCATION.16. IN AREAS OF HARD CEILING, BUILDING SYSTEMS SHALL BE CONFIGURED TO AVOID OR MINIMIZE ABOVE-CEILING ACCESS. THE LOCATION OF ALL ACCESS DOORS MUST BE COORDINATED WITH AND APPROVED BY ARCHITECT PRIOR TO THE INSTALLATION OF ANY ABOVE-CEILING EQUIPMENT, DAMPERS, VALVES, JUNCTION BOXES, ETC. ANY ACCESS DOORS OR PANELS REQUIRED IN WALLS MUST ALSO BE COODINATED WITH AND APPROVED BY THE ARCHITECT PRIOR TO THE INSTALLATION OF THE EQUIPMENT REQUIRING ACCESS. 17. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY OF HIS MEASUREMENTS AND TAKE-OFFS FOR MATERIAL ORDERS. 18. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/8" FOR EVERY 10'-0" (U.O.N.) SHALL BE LEVELED BY CONTRACTOR. CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.G004MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONARCHITECTURAL ABBREVIATIONS,SYMBOLS, AND GENERAL NOTESMDPABSMDPABSMDP NAME OF PROJECT:ADDRESS:OWNER/AUTHORIZED AGENT:E-MAIL: JSULEYMAN@NHCGOV.COM PHONE: 910.798.4408ARCHITECTURALCIVILELECTRICALPLUMBINGMECHANICALSPRINKLERSTRUCTURALFLOOR EXISTING (SQ FT)NEW (SQ FT)SUB-TOTALFIRM NAME LICENSE # PHONE #RETAINING WALLS > 5' HIGH2018 APPENDIX B BUILDING CODE SUMMARY5210 US-421N, Wilmington, NC 284021HUFFMAN ARCHITECTS11663(919)270-6455(919)840-9300NEW BUILDINGDESIGNERGROSS BUILDING AREA TABLE:2018 NC BUILDING CODE:MIRANDA POTTHOFFSIGMA ENGINEERD SOL.REGINALD ADAMS19658NEW HANOVER COUNTY LANDFILL - CONVENIENCE CENTER REDEVELOPMENTNEW HANOVER COUNTY, JOE SULEYMANOWNED BY:CITY/COUNTYPRIVATE STATECITY COUNTY STATECODE ENFORCEMENT JURISDICTION:PROPOSED USE:OFFICE BUILDINGLEAD DESIGN PROFESSIONAL: MIRANDA POTTHOFF, HUFFMAN ARCHITECTSADDITIONRENOVATIONBASIC BUILDING DATACONSTRUCTION TYPE:I-AI-BII-AII-BIII-AIII-BIV V-AV-BSPRINKLERS:NO PARTIALYES NFPA 13 NFPA 13R NFPA 13DSTANDPIPES:NO YESCLASS:IIIIII WET DRYFIRE DISTRICT:NO YESFLOOD HAZARD AREA:NOYESSPECIAL INSPECTIONS REQUIRED:EMAIL FIRE ALARMLANDSCAPELYSAGHT & ASSOCIATESMIRANDA@HUFFMANARCH.COMRADAMS@SIGMAES.COMDESIGN LOADSIMPORTANCE FACTORS: SNOW (I ):SEISMIC (I ):LIVE LOADS: ROOF MEZZANINEFLOORGROUND SNOW LOAD:WIND LOAD: ULTIMATE WIND SPEED 147EXPOSURE CATEGORY CSEMPH (ASCE-7)STRUCTURAL DESIGNSEISMIC DESIGN CATEGORY A B C DPROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:RISK CATEGORY (TABLE 1604.5) I II III IVSPECTRAL RESPONSE ACCELERATION S %g S %gSITE CLASSIFICATION (ASCE7) A B C D E FDATA SOURCE: FIELD TEST PRESUMPTIVE HISTORICAL DATABASIC STRUCTURAL SYSTEM (CHECK ONE)BEARING WALL DUAL W/ SPECIAL MOMENT FRAMEBUILDING FRAME DUAL W/ INTERMEDIATE R/C OR SPECIAL STEELMOMENT FRAME INVERTED PENDULUMANALYSIS PROCEDURE SIMPLIFIED EQUIVALENT LATERAL FORCE DYNAMICARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED? YES NO LATERAL DESIGN CONTROL: EARTHQUAKE WIND SOIL BEARING CAPACITIESFIELD TEST (PROVIDE COPY OF TEST REPORT) 2000 PSFPRESUMPTIVE BEARING CAPACITY PSFPILE SIZE, TYPE, AND CAPACITYPSFPSFPSFPSFUSEWATERCLOSETSMALE FEMALE UNISEXURINALSLAVATORIESSHOWERS/TUBSDRINKING FOUNTAINSREGULAR ACCESSIBLEMALE FEMALE UNISEXPLUMBING FIXTURE REQUIREMENTS(TABLE 2902.1) S1SPECIAL APPROVALSSPECIAL APPROVAL: (LOCAL JURISDICTION, DEPARTMENT OF INSURANCE, OSC, DPI, DHHS, ICC, ETC., DESCRIBE BELOW)N/ASTORY NO.DESCRIPTION AND USE(A)BLDG AREA PER STORY(ACTUAL)(B)TABLE 506.2 AREA(C)AREA FOR FRONTAGE INCREASE(D)ALLOWABLE AREA OR UNLIMITED(E)MAXIMUM BUILDING AREA1. FRONTAGE AREA INCREASES FROM SECTION 506.3 ARE COMPUTED THUS: A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM WIDTH = 97 FT (F) B. TOTAL BUILDING PERIMETER = 97 FT (P) C. RATIO (F/P) = 97/97 = 1 (F/P) D. W = MINIMUM WIDTH OF PUBLIC WAY = 30 FT (W) E. PERCENT OF FRONTAGE INCREASE I = 100 [97/97 - 0.25] x 30/30 = 100 [1-0.25] x 30/30 = 75(%)2. UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507.3. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING x D (MAXIMUM 3 STORIES) (506.2)4. THE MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.4. 5. FRONTAGE INCREASE IS BASED ON THE UNSPRINKLERED AREA VALUE IN TABLE 506.2.f5134ALLOWABLE HEIGHTALLOWABLE(TABLE 504.3)SHOWN ON PLANSCODE REFERENCEBLDG HEIGHT IN FEETBLDG HEIGHT IN STORIESFEET 55 STORIES 3 STORIES 11 OFFICE/BREAKROOM527 23,000 17,25011' T504.3T504.4STAFF OFFICE (OCCUPANT LOAD = 18)REQUIRED FIXTURESTOTAL PROVIDEDLIFE SAFETY SYSTEM REQUIREMENTSNONOYESYESEMERGENCY LIGHTING:EXIT SIGNS:NO YESFIRE ALARM:NO YESSMOKE DETECTION SYSTEMS:NO YESPANIC HARDWARE:PARTIALLIFE SAFETY PLAN SHEET #:FIRE AND/OR SMOKE RATED WALL LOCATIONS (CHAPTER 7)ASSUMED & REAL PROPERTY LINE LOCATIONSEXTERIOR WALL OPENING AREA WITH RESPECT TO DISTANCE TO ASSUMED PROPERTY LINES (705.8)EXISTING STRUCTURES WITHIN 30' OF THE PROPOSED BUILDINGOCCUPANCY TYPES FOR EACH AREA AS IT RELATES TO OCCUPANT LOAD CALCULATION (TABLE 1004.1.1)OCCUPANT LOADS FOR EACH AREAEXIT ACCESS TO TRAVEL DISTANCES (1016)COMMON PATH OF TRAVEL DISTANCES (1014.3 & 1028.8)DEAD END LENGTHS (1018.4)CLEAR EXIT WIDTHS FOR EACH DOORMAXIMUM CALCULATED OCCUPANT LOAD CAPACITY EACH EXIT DOOR CAN ACCOMODATE BASED ON EGRESS WIDTH (1005.1)ACTUAL OCCUPANT LOAD FOR EACH EXIT DOORA SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE RATED FLOOR/CEILING AND/OR ROOF STRUCTURE IS PROVIDED FOR PURPOSES OF OCCUPANCY SEPARATIONLOCATION OF DOORS WITH PANIC HARDWARE (1008.1.10)LOCATION OF DOORS WITH DELAYED EGRESS LOCKS & THE AMOUNT OF DELAY (1008.1.9.7)LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICESLOCATION OF EMERGENCY ESCAPE WINDOWS (1029)LIFE SAFETY PLAN REQUIREMENTSsee A101THE SQUARE FOOTAGE OF EACH FIRE AREA (902)THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT (407.4)NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS ABOVELOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1008.1.9.8)N/AN/AN/AN/AN/AN/AN/AN/AACCESSIBLE PARKING(SECTION 1106)LOT OR PARKING AREATOTAL # OF PARKING SPACESREQUIRED PROVIDED # OF ACCESSIBLE SPACES PROVIDEDREGULAR WITH 5' ACCESS AISLE VAN SPACES WITH TOTAL # ACCESSIBLE PROVIDED132" ACCESS AISLE 8' ACCESS AISLEPARKING AT BUILDINGTOTAL(919)325-3527CDM SMITH7929(919)833.0495 CHUCK@LYSAGHTASSOCIATES.COMCHARLES LYSAGHT40,250MATTHEW J BROKAW048829BROKAWMJ@CDMSMITH.COM1.01.020N/A10010ENERGY SUMMARYENERGY REQUIREMENTS: THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM & ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF PERFORMANCE METHOD, STATE THE ANNUAL ENERGY COST FOR THE STANDARD REFERENCE DESIGN VS. ANNUAL ENERGY COST FOR THE PROPOSED DESIGN. CLIMATE ZONE 345METHOD OF COMPLIANCEPRESCRIPTIVE (ENERGY CODE) PERFORMANCE (ENERGY CODE)PRESCRIPTIVE (ASHRAE 90.1) PERFORMANCE (ASHRAE 90.1)THERMAL ENVELOPEROOF/CEILING ASSEMBLY (EACH ASSEMBLY)DESCRIPTION OF ASSEMBLY:U-VALUE OF TOTAL ASSEMBLY:R-VALUE OF INSULATION:SKYLIGHTS IN EACH ASSEMBLY:U-VALUE OF SKYLIGHT:TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY:EXTERIOR WALLS (EACH ASSEMBLY)DESCRIPTION OF ASSEMBLY:U-VALUE OF TOTAL ASSEMBLY:R-VALUE OF INSULATION:OPENINGS (WINDOWS OR DOORS WITH GLAZING)U-VALUE OF ASSEMBLY:SOLAR HEAT GAIN COEFFICIENT:PROJECTION FACTOR:DOOR R-VALUES:WALLS BELOW GRADE (EACH ASSEMBLY)DESCRIPTION OF ASSEMBLY:U-VALUE OF TOTAL ASSEMBLY:R-VALUE OF INSULATION:FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)DESCRIPTION OF ASSEMBLY:U-VALUE OF TOTAL ASSEMBLY:R-VALUE OF INSULATION:FLOORS SLAB ON GRADEDESCRIPTION OF ASSEMBLY:U-VALUE OF TOTAL ASSEMBLY:R-VALUE OF INSULATION:HORIZONTAL/VERTICAL REQUIREMENT:SLAB HEATED:N/AN/AN/AN/AN/AN/ASEE SHEETS A421 AND A422 AND A525SEE CALCULATIONS ON A421 AND A422SEE SHEETS A421, A422, A501, A502 AND OTHER DETAILS0.089SEE A421 AND A4220.78NOT REQUIRED, VERTICAL SHOWNN/AN/AN/AN/AN/AR-7.6 CONTINUOUSR-25 CONTINUOUS + TAPERED0.290N/A0.23MECHANICAL SUMMARYMECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENTTHERMAL ZONE 3AWINTER DRY BULB 23 DEGREESSUMMER DRY BULB 93 DEGREESINTERIOR DESIGN CONDITIONSWINTER DRY BULB 70 DEGREESSUMMER DRY BULB 75 DEGREESBUILDING HEATING LOAD 13.4 MBHBUILDING COOLING LOAD 18.5 MBHUNITARYDESCRIPTION OF UNIT SPLIT SYSTEM HEAT PUMPHEATING EFFICIENCY 9.0 BTUH/WATT HSPF MECHANICAL SPACING CONDITIONING SYSTEMCOOLING EFFICIENCY 16 SEERHEAT OUTPUT OF UNIT 11.8 MBH W/ 3.6 KW ELECTRIC HEATCOOLING OUTPUT OF UNIT 18.8 MBHBOILER N/ASIZE CATEGORY. IF OVERSIZED, STATE REASONCHILLER N/ASIZE CATEGORY. IF OVERSIZED, STATE REASONELECTRICAL SUMMARYTHIS SECTION REQUIRED FOR ALL PROJECTS THAT INCLUDE ELECTRICAL DESIGN.ELECTRICAL SYSTEM AND EQUIPMENTMETHOD OF COMPLIANCE: PRESCRIPTIVE PERFORMANCELIGHTING SCHEDULE (EACH FIXTURE TYPE)LAMP TYPE REQUIRED IN FIXTURE SEE FIXTURE SCHEDULENUMBER OF LAMPS IN FIXTURE SEE FIXTURE SCHEDULEBALLAST TYPE USED IN THE FIXTURE SEE FIXTURE SCHEDULENUMBER OF BALLASTS IN FIXTURE SEE FIXTURE SCHEDULETOTAL WATTAGE PER FIXTURE SEE FIXTURE SCHEDULETOTAL INTERIOR WATTAGE SPECIFIED VS. ALLOWED 500 VS 1000TOTAL EXTERIOR WATTAGE SPECIFIED VS. ALLOWED 200 VS 700ADDITIONAL PRESCRIPTIVE COMPLIANCE506.2.1 MORE EFFICIENT MECHANICAL EQUIPMENT 506.2.2 REDUCED LIGHTING POWER DENSITY506.2.3 ENERGY RECOVERY VENTILATION SYSTEMS506.2.4 HIGHER EFFICIENCY SERVICE WATER HEATING506.2.5 ON-SITE SUPPLY OF RENEWABLE ENERGY506.2.6 AUTOMATIC DAYLIGHTING CONTROL SYSTEMSSECTION 502.4.3 SEALING OF BUILDING ENVELOPE (INDICATE WHERE DETAILS ARE IN THE SET)JOINT AROUND FENESTRATION AND DOOR FRAMESJUNCTION BETWEEN WALLS AND FOUNDATIONS, WALLS AT BUILDING CORNERS, WALLS AND STRUCTURAL FLOORS OR ROOFS, WALLS AND ROOF OR WALL PANELS.OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH ROOFS, WALLS, AND FLOORS INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING, MECHANICAL, SECURITY AND COMMUNICATIONS.SITE-BUILT FENETRATION AND DOORS.JOINTS, SEAMS AND PENETRATIONS OF AIR BARRIER SYSTEM.OTHER OPENINGS IN THE BUILDING ENVELOPE.SEE SHEETS A421, A422, A501, A502, A521, A525 AND SELECT DETAILS ON MECHANICAL AND PLUMBING DRAWINGS.ENERY CODE:PRESCRIPTIVE PERFORMANCEASHRAE 90.1:N/AN/A40,250(919)532-3240TIMMONS GROUPBRIAN STARKEY549BRIAN.STARKEY@TIMMONS.COMSIGMA ENGINEERD SOL.REGINALD ADAMS19658RADAMS@SIGMAES.COMSIGMA ENGINEERD SOL.PAUL ROMITI026581PROMITI@SIGMAES.COMSIGMA ENGINEERD SOL.SIGMA ENGINEERD SOL.(919)840-9300(919)840-9300(919)840-9300(919)840-9300PROMITI@SIGMAES.COMPROMITI@SIGMAES.COM311311NO YESPRIMARY OCCUPANCY CALCULATIONPRIMARY OCCUPANCY:A-1ASSEMBLY:A-2 A-3 A-4 A-5BUSINESS EDUCATIONAL FACTORY-INDUSTRIAL:F-1F-2 HIGH-HAZARD:H-1 H-2 H-3 H-4H-5 INSTITUTIONAL:I-1 I-2 I-3 I-4I-3 USE CONDITION: 1 2 3 4 5MERCANTILE RESIDENTIAL:R-1 R-2 R-3 R-4STORAGE:S-1 S-2 HIGH-PILEDUTILITY AND MISCELLANEOUSREPAIR GARAGE (406.6)OTHER USES:SPECIAL USES:405 406 407 408 409404403402 410 411 412417 418 419 420 421416415414413MIXED OCCUPANCY:NO YESSEPARATION: NON-SEPARATED MIXED OCCUPANCY (508.3.2)SEPARATED MIXED OCCUPANCY (508.3.3)ACTUAL AREA OF OCCUPANCY A + ACTUAL AREA OF OCCUPANCY B < 1ALLOWABLE AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY BACCESSORY USES (INDICATE PERCENTAGES):S-1 SPECIAL CONDITION:OPEN (406.3)S-2 SPECIAL CONDITION- PARKING GARAGE: ENCLOSED (406.4)INCIDENTAL USES: STORAGEEXCEPTION: ALLOWABLE AREABUILDING ELEMENTREQ'D* DETAIL # AND SHEET #DESIGN # FOR RATED ASSEMBLIESDESIGN # FOR RATED PENETRATIONDESIGN # FOR RATED JOINTSINTERIORINTERIOR WALLS & PARTITIONSFLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS-LIST CONSTRUCTION TYPECORRIDOR SEPARATIONOCCUPANCY SEPARATIONPARTY/FIRE WALL SEPARATIONINCIDENTAL USE SEPARATIONSMOKE BARRIER SEPARATIONSHAFT - OTHER (DESCRIBE)* INDICATE SECTION NUMBER PERMITTING REDUCTIONROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS** SHAFTS - EXIT ENCLOSURESN/AN/AN/ALIFE SAFETY PLAN SHEET #, IF PROVIDED: FIRE SEPARATION DISTANCE (FEET)RATINGSTRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSESBEARING WALLSEXTERIORNORTHEASTWESTSOUTHNON-BEARING WALLSEXTERIORNORTHEASTWESTSOUTHDWELLING/SLEEPING UNIT SEPARATIONOVER 30'N/AN/AN/AN/A30'30'30'30'N/AN/AN/AN/AN/AN/AN/AN/AFIRE PROTECTION REQUIREMENTSTHIS SECTION REQUIRED FOR ALL PROJECTSFLOOR CEILING ASSEMBLYCOLUMNS SUPPORTING FLOORSCOLUMNS SUPPORTING ROOFROOF CEILING ASSEMLBYTENANT SEPARATIONN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ANCN/A N/AN/A N/ANCNCNCNCNCNCN/AN/AN/APERCENTAGE OF WALL OPENING CALCULATIONSTHIS SECTION REQUIRED FOR ADDITIONS, NEW, AND CHANGE OF USEALLOWABLE OPENINGS PER TABLE 705.8NO LIMIT1ST TIME INTERIOR COMPLETIONSHELL/COREPHASED CONSTRUCTION - SHELL/CORE3RD FLOOR2ND FLOORMEZZANINE1ST FLOORBASEMENTTOTAL N/AN/A N/A527N/AN/AN/AN/AN/AN/A N/A527N/AN/A N/A527N/AN/AN/AN/AN/AN/A111111PER 2902.2, EXCEPTION 2, SEPARATE FACILITIES NOT REQUIRED IF OCCUPANT LOAD IS 25 OR FEWER.20.46.2SUMMER WET BULB 79 DEGREESPAUL ROMITI026581PAUL ROMITI026581AN ACCESSIBLE WATER COOLER WILL BE PROVIDED BY THE OWNER IN LIEU OF A DRINKING FOUNTAINCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.G101MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONBUILDING CODE SUMMARYMDPABSMDPABSMDP C001 PROJECT LOCATION AND ACCESS PLAN NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION N C002 EXISTING CONDITIONS PLAN NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION N PLAN D-01 D-03 D-07 D-12 D-04 D-04 D-09 D-10 D-08 D-05 D-06 D-06 D-06 D-13 D-07 D-02 D-14 6' 22.0' D-06 D-05105.6' D-11 D-15 D-11 D-16 D-02 D-06 D-02 8' D-16 D-17 D-17 D-15 D-18 57.2' 12.1' PAVING TO REMAIN D-06 13.7' 39.4' SYMBOL DESCRIPTION OWNER TO RELOCATE INTERLOCKING CONCRETE BIN BLOCK WALLS PRIOR TO CONSTRUCTION. BIN BLOCKS APPROVED BY ENGINEER / OWNER TO BE REUSED FOR NEW WALLS AS SHOWN ON THE LAYOUT SHEET. REMOVE CONCRETE PAVING IN ITS ENTIRETY TO LIMITS SHOWN. SAW CUT AT EXISTING JOINT AND PROTECT EDGE. REMOVE GRAVEL PAVING IN ITS ENTIRETY TO LIMITS SHOWN. OWNER TO RELOCATE BUILDING PRIOR TO CONSTRUCTION. OWNER TO REMOVE NINE WOODEN POLES IN THEIR ENTIRETY, INCLUDING ANY FOOTINGS PRIOR TO CONSTRUCTION. OWNER TO REMOVE AND DISPOSE OF SIGN IN ITS ENTIRETY, INCLUDING ANY FOOTINGS PRIOR TO CONSTRUCTION. REMOVE 16 TREES IN THEIR ENTIRETY, INCLUDING ROOT BALLS. REMOVE WATER LINE TO LIMITS SHOWN. CAP CONNECTION TO MAIN TRUNK. PROTECT WATER LINE TO REMAIN. OWNER TO ABANDON WATER SUPPLY WELL PRIOR TO CONSTRUCTION. D-01 D-02 D-03 D-04 D-05 D-06 D-07 D-08 D-09 DEMOLITION SCHEDULE REMOVE ELECTRICAL LINE TO LIMITS SHOWN. EXISTING (2) GROUNDWATER WELLS TO BE RELOCATED BY NEW HANOVER COUNTY OWNER TO REMOVE FENCE IN ITS ENTIRETY, INCLUDING ANY FOOTINGS, TO LIMITS SHOWN PRIOR TO CONSTRUCTION. PROTECT EXISTING BUILDING. PROTECT EXISTING LOADING DOCK WALL THROUGHOUT CONSTRUCTION. CONCRETE RUBBLE AND PALETTE PILES. COUNTY TO REMOVE PILES, BUT CONTRACTOR RESPONSIBLE FOR ANY UNSUITABLE SOIL. DEMOLISH AND REMOVE FLARED END SECTION. DEMOLISH AND REMOVE 36` RCP PIPE TO LIMITS SHOWN. CLEAR AND GRUB EXISTING TREES TO LIMITS SHOWN REMOVE 6" PIPE IN ITS ENTIRETY. D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION 5410 Trinity Road, Suite 102 Raleigh, NC 27607 Office 919.866.4951 North Carolina License No. C-1652 N L101 DEMOLITION PLAN GENERAL DEMOLITION NOTES: 1.General Contractor responsible for obtaining and paying for all required demolition permits and accompanying forms. 2.All existing site features shall remain and be protected unless noted for removal. Items for removal and/or relocation are noted on the demolition, architectural, electrical and/or utility plans. 3.Contractor is to field locate proposed site improvements and limits of removal or demolition for verification by the Landscape Architect, Engineer or Owner, prior to demolition. 4.The Contractor shall be responsible for the location and/or relocation of all utilities in coordination with the appropriate utility agency or company. The Contractor is required to call the "One Call Center" before digging 1-800-632-4949. 5.The Contractor shall coordinate with the Owner all utility disconnects, removals and relocations. 6.The Contractor shall be responsible for repairing any damaged or ruptured utilities that occur during the demolition or construction operation that are not indicated to be removed. 7.Existing utilities are shown for size, material, type and relative location only. These plans do not represent a comprehensive inventory or as-built survey of existing site utilities. 8.Contractor is to clean and flush all storm drains within the project limits for inspection before and after completion of construction. 9.All work shall be in accordance with current state and local standards and regulations and the specifications of the appropriate governmental agency and New Hanover County. 10.An on-site pre-construction meeting must be held prior to any construction activity on site. 11.Any non-toxic or hazardous buried waste, construction debris or trash which is found during the construction operation should be thoroughly excavated, and the waste material should and disposed of in the landfill prior to placement of fill soils or pavement construction in accordance with Specification 02200. 12.Prior to the start of any demolition, contractor to allow the owner the opportunity to salvage any items. 13.All materials noted for removal to be disposed of off-site and in a legal manner. 14.Items or elements noted for removal & return to owner or relocation shall be stored on-site at owner's direction. 15.Items not noted for removal shall be protected throughout construction. Damage to these items shall be corrected in kind at no additional cost to the owner. 16.All erosion control measures and tree protection fencing needs to be installed and inspected prior to any construction activities. 17.Reference grading plans for limits of grading. 18.Sawcut pavement and curb at limits of removal as shown or to nearest joint. 19.Yard waste operations to continue throughout duration of construction. 20.All trees removed to be disposed of in yard waste area clear of debris and soil prior to disposal. PROPOSEDSEPTIC FIELDASPHALT PAVING EX. CONC PAVING EX. METAL BLDG NEW BLDG PARKING FOR LOADER L-07 L-02 L-03 L-01 L-04 L-04 L-09 L-10 L-14 L-13 17.3'20' R26' R20'20' 25' 20.0' R9.8' R72.2' 60' 66.4' 58.8' R11.3'R50.9' R20.7' L-11 ENTRANCE TO FACILITY (CUSTOMER ONLY)FACILITY EXIT (CUSTOMER ONLY)FACILITY EXIT (CUSTOMER AND SERVICE) L-01 L-17 R14' R9' R10' R5' R10' R10' R50.8' 69.1' L-09 MAINTAIN EXISTING ROAD EDGE EXISTING EDGE OF PAVEMENT 61.2' L-16 45.8' 8.4' 82.3' 71.5' 273.6' 106' 30.3'39.7'143.9' L-01 L-01 188.6'35.9' HHW/OIL/MISC AREA WATER TRUCK PARKING 24' 6' 25' 8.8' R55' R10' L-01 L-12 L-13 L-02 L-16 L-16 L-01 221.4' L-18 L-19 L-19 L-20 6' E EXPANSION JOINT TYP. SCORE JOINT TYP. 5.2' 5' 6.5' 8.4' E E L-21 L-22 10' EX. RCPEX. RCP L-23 48' 119.5' L-16 100'100'65.5' L-15 L-15 L-15 L-16 R2' SYMBOL DESCRIPTION DETAIL HEAVY DUTY CONCRETE PAVING B/D101 STANDARD DUTY CONCRETE PAVING.C/D101 HEAVY DUTY ASPHALT PAVING.D/D101 GRAVEL PAVING WITH GEO-CELL STABILIZATION G/D101 NEW OFFICE BUILDING. REFER TO ARCHITECTURAL PLANS. CONCRETE STAIRS. REFER TO ARCHITECTURAL PLANS. 30` STEEL RUNNERS.6/L501 50` STEEL RUNNERS. (BAYS 1 AND 2 ONLY)6/L501 CONCRETE RETAINING WALL. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS. L-01 L-02 L-03 L-04 L-07 L-09 L-10 L-11 L-12 LAYOUT SCHEDULE DELINEATOR POST 3/L501 SEGMENTAL UNIT RETAINING WALL. CONTRACTOR TO PROVIDE 1/L502 ENGINEERED SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTUCTION. BLOCKS TO BE STRAIGHT-FACED AND EARTH-TONE COLOR. CONCRETE BIN BLOCK WALL; 2 COURSES HIGH. REUSE 2/L502 SALVAGED BLOCKS IF FEASIBLE ALONG TOP ROW ONLY, OR AS DIRECTED BY ENGINEER. CORNER BLOCKS SHALL BE USED AT ALL CORNERS. COORDINATE WITH OWNER FOR FINAL LOCATION AND ARRANGEMENT STEEL BOLLARD WITH REFLECTIVE SLEEVE.4/L501 CONCRETE WHEEL STOP 5/L501 L-13 L-14 L-15 L-16 L-17 EXISTING GRAVEL AREA TO REMAIN. ADD ABC AS REQUIRED TO MEET PROPOSED GRADES. YARD HYRDRANT, SEE CIVIL DETAIL WELL HOUSE - REFER TO CIVIL AND MEP PLANS 250 LINEAR FEET OF GUARDRAIL. BUILD PER NCDOT SPECIFICATIONS AND STANDARD DETAILS. UTILITY HYDRANT FOR WATER TRUCK FILLING. SEE CIVIL DETAILS TIMBER WALL. REFER TO ARCHITECTURAL PLANS. L-18 L-19 L-20 L-21 L-22 L-23 SYMBOL DESCRIPTION DETAIL SYMBOL DESCRIPTION NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION 5410 Trinity Road, Suite 102 Raleigh, NC 27607 Office 919.866.4951 North Carolina License No. C-1652 N L201 LAYOUT PLAN GENERAL LAYOUT NOTES: 1.Any discrepancies in layout should be brought to the Landscape Architect's attention prior to construction. 2.Written dimensions supercede scaled dimensions. Do not scale drawings. All dimensions are referenced to back of curb or edge of pavement unless otherwise noted. 3.All staking work to be done by a licensed surveyor registered in the state of North Carolina. 4.All groundwater monitoring wells, gas monitoring wells, leachate collection stubouts, gas extraction wells and gas collection valves must be protected throughout construction. When required, provide well protection using jersey barriers or approved method by Engineer. Contractor to replace any wells damaged during construction per Owner's direction. 5.All proposed pavement to meet existing flush. Provide expansion joints where proposed concrete paving meets existing. 6.All segmental block retaining walls shall be an integrally tinted brown or earth tone color. 7.All disturbed areas not noted for pavement to be seeded with common bermuda, per the specifications. B/D101 C/D101 D/D101 G/D101 PROPOSEDSEPTIC FIELDASPHALT PAVING EX. CONC PAVING EX. METAL BLDG NEW BLDG E E E L-05 L-05 L-06 P P H/C P9' 9'6' 18' STOP BAR; NCDOT DETAIL 1205.01 (TYP.) SYMBOL DESCRIPTION DETAIL PAVEMENT STRIPING.2/L501 ACCESSIBLE PARKING STRIPING.1/L501 L-05 L-06 LAYOUT SCHEDULE NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION 5410 Trinity Road, Suite 102 Raleigh, NC 27607 Office 919.866.4951 North Carolina License No. C-1652 N L210 STRIPING & SIGNAGE PLAN GENERAL STRIPING NOTES: 1.All striping shall conform to MUTCD and NCDOT standard specifications and details. SIGNAGE KEY KEY SIGN MUTCD A STOP R1-1 B ONE-WAY R6-2R C DO NOT ENTER R5-1 D YIELD R1-2 NH INFORMATIONAL A A A C C C BB B NH NH B D C NH 29'(2) QUE NIG (5,004 sf) SEED(1,761 sf) SEED (6,135 sf) SEED 6' DIAMETER MULCH RING, TYP. (32,530 sf) NO MOW (7,282 sf) SOD (110 sf) ROCK (3,978 sf) SEED (15) ILE SHA MMF Pollinator Mix can be attained from Mellow Marsh Farm. Approved equal will be considered. Mix consists of; Achillea millefolium 10%, Agrostis perennans 6%, Asclepias tuberosa 1%, Bidens aristosa 11%, Chamaecrista fasciculata 10%, Coreopsis lanceolata 10%, Echinacea purpurea 4%, Elymus virginicus 6%, Gallardia pulchella 8%, Helianthus angustifolius 2%, Helianthus maximiliani 2 %, Monarda puntata 2%, Rudbeckia hirta 6%, Schizachyrium scoparium 4%, Sorghastrum nutans 6%, Symphyotrichum pilosum 1 %, Tridens flavus 4%, Tripsacum dactyloides 6%, Verbana hastata 1% TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT QUE NIG 2 QUERCUS NIGRA WATER OAK 3" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE SHA 15 ILEX GLABRA `SHAMROCK`SHAMROCK INKBERRY HOLLY 18" HT.3 GAL GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SOD 7,282 SF BERMUDA SOD SOD SEED 16,877 SF GRASS SEED BERMUDA SEED NO MOW 32,530 SF MMF POLLINATOR MIX NATIVE SEED MIX SEED ROCK 110 SF RIVER JAX RIVER JAX 1"- 3" PLANT SCHEDULE NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION 5410 Trinity Road, Suite 102 Raleigh, NC 27607 Office 919.866.4951 North Carolina License No. C-1652 N L401 PLANTING PLAN FOR NONCONFORMING PARKING FACILITIES REQUIREMENT: 1 canopy tree or 3 understory trees for every 40 LF by 10 LF section. Planting Area= 8% or total parking area (1156 SF) = 92.5 SF If the planting area is 92.5 SF and the width is 10LF, then the length is 9.2 LF 9.2 / 40= .23 Canopy Tree: 1 x .23 = .23 =1 or Understory Tree: 3 x .23 = .69 = 1 PROVIDED: 2 Canopy Trees FOUNDATION PLANTING REQUIREMENT: landscape Area = 12% of building face adjacent to parking facilities and internal drive isles Area of Building Face = 80 LF x 10FT = 800 SF 800 SF x 12% = 96 SF PROVIDED: 324 SF Planting Area Note: Shrubs to be maintained at 3' so as not to obstruct window GENERAL PLANTING NOTES: 1.All plant materials to comply with American Standard for Nursery Stock ANSI.Z60. 2.Contractor engaged in landscape implementation shall be a landscape contractor licensed in the state of North Carolina. 3.Landscape Architect to approve bed layout in field. 4.Substitutions of plant materials specified can only occur with prior approval by Landscape Architect. 5.Prepare plant beds per specifications. 6.Install plants and mulch beds with 3" of triple-shredded hardwood mulch. 7.All disturbed areas not noted for plant beds or paving to be seeded with Hybrid Bermuda "Jackpot" turf, per specifications. 8.All seeded areas with a slope that equals 3:1 to be covered with erosion control matting per specifications, unless otherwise noted. Matting to be provided by Landscape Contractor. 9.Landscape Contractor to guarantee plant materials per specifications 10.Contractor to maintain plant material per specifications. 11.Areas damaged by Landscape Contractor to be repaired at no additional cost to owner. 12.Any existing vegetation, not involved in new construction, shall be isolated and protected by tree protection fencing. 13.Contractor shall insure that all plant material is free of fire ants prior to installation. 14.Maintain a 3' wide minimum turf shoulder at the back of curb or edge of pavement. 15.Shrubs to be maintained at a maximum height of 3'. NATIVE SEED ESTABLISHMENT Please note that native grass mixes establish differently than lawn/turf grasses. The seeds do not germinate all at once, but gradually throughout the growing season Site preparation: ·Eradicate fescue, clover, bermuda grass, and any turfing non-native grass · Apply lime according to soil test results. ·Do not use synthetic fertilizer. ·Before sewing seed, add one- to two-inch top dressing of well compost Application rate: 20 lbs per acre. On steep slopes, 35 to 40 lbs/acre and light matting. Add a “nurse crop” or cover crop species to the mix. Nurse crops will vary with the seasons. For September to March use hard fescue at a rate of 15% for April to August use millet at a rate of 30%. Application timing: Soil temperature should be at least 50 degrees to germinate. Seed via hydro-seeding in late March through May or September through November. Avoid hot, dry Summer months. Mulching: light application of straw mulch Maintenance ·Keep soil moist during germination period ·Trim once a year between August and September *Refer to Specifications for further detail LANDSCAPING REQUIREMTNS NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION 5410 Trinity Road, Suite 102 Raleigh, NC 27607 Office 919.866.4951 North Carolina License No. C-1652 L501 DETAILS ACCESSIBLE PATH 8' MINIMUM 5' MINIMUM (8' FOR VAN ACCESSIBLE) 21' MINIMUM 4' MIN. CONCRETE WHEEL STOP 2' 7 L501 2 L501 ACCESSIBLE PARKING SPACE STRIPING 3/16" = 1'-0"1 NOTES: 1.Transverse markings are - 4 inches wide / 3ft spacing / 45 deg. angle. 2.a) All markings on asphalt pavement are to be pre-formed thermoplastic (installed per manufacturer's recommendations); unless otherwise noted b) All markings on concrete pavement are to be painted (min 2 coats), unless otherwise noted 3.All markings to conform to MUTCD guidelines and/or NCDOT standards 4" WIDE WHITE LINES PER SPECS ON PROPOSED PAVEMENT, UNLESS OTHERWISE NOTED PAVEMENT MARKINGS 1/2" = 1'-0" 5' 3' 45° 2 1' 1'-6"CONCRETE FOOTING; 3,000 PSI @ 28 DAYS SUBGRADE FINISHED ASPHALT PAVEMENT DELINEATOR BASE ANCHOR BOLTS PER MANUFACTURER W/ 6" MIN EMBEDMENT INSTALL DELINEATOR POST IN CENTER OF CONCRETE FOOTING; DELINEATOR TO MEET PROJECT SPECS OR DRAWINGS FLEXIBLE SAFETY BOLLARD 1" = 1'-0"3 12" 6" 4' 4' COMPACTED CRUSHED STONE FOR DRAINAGE STEEL BOLLARD W/ SLEEVE 1/2" = 1'-0" 1/2" THICK GALV. STEEL CAP WELDED TO STEEL PIPE POST GUARD BOLLARD COVER 7" YELLOW W/ REFLECTIVE STRIPES BY STREETSMART SOLUTIONS OR EQUAL WWW.US-POSTMAN.COM 6" SCH. 40 GALV. STEEL PIPE FILLED W/ 3,000 PSI CONCRETE FINISHED GRADE 18" x 18" x 42" CONCRETE FOOTING; SLOPE TO DRAIN & INSTALL EXPANSION MATERIAL WHEN IN PAVING UNDISTURBED OR COMPACTED SUBGRADE 4 STEEL RUNNERS 3" = 1'-0" 6"6" 3" STEEL RUNNER; 1/2" PLATE STEEL; LENGTH PER PLANS HEAVY DUTY CONCRETE PAVING (REFER TO PAVING DETAILS) (2) #4 REBAR; CONTINUOUS EQUAL SPACING (TYP.) 20" 5" (TYP.) 4" 5" 3/4" DIA. STEEL STUDS WELDED @ 1'-0" O.C., ALTERNATING SIDES NOTES: 1.Runners to be installed at 6'-4" O.C. 2.Center of runner closest to wall to be 1'-10" from wall face. 6 PAVEMENT PRECAST CONCRETE WHEEL STOP 6' LENGTH BY ADAMS PRODUCTS OR APPROVED EQUAL #3 REBAR. 18" LENGTH 6" 8" CONCRETE WHEEL STOP 1 1/2" = 1'-0"5 R11 2" R11 2" 3 8" 3 8" 1' 9" 9" 1' R11 2" 3 8"1'-6" 1' 9" x 1'-0" x .080 STD. ALUM. SIGN TO READ "VAN ACCESSIBLE" BOLT TO WD. POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 1'6" x 1'-0" x .080 STD. ALUM. HANDICAPPED PARKING SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL. BOLT TO WD. POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 9" x1'-0" x.080 STD. ALUM. SIGN TO READ "MAXIMUM PENALTY $100, GS 20-37.6". BOLT TO WD. POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS GALVANIZED METAL CHANNEL POST COLORS: LEGEND AND BORDER: GREEN SYMBOL: WHITE ON BLUE BACKGROUND BACKGROUND: WHITE LEGEND AND BORDER: GREEN BACKGROUND: WHITE LEGEND AND BORDER: GREEN BACKGROUND: WHITE FINISHED GRADE HANDICAP PARKING SIGN - GALVANIZED POST 3/8" = 1'-0" 1'-6" 6'-1" 3' 7 NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION 5410 Trinity Road, Suite 102 Raleigh, NC 27607 Office 919.866.4951 North Carolina License No. C-1652 L502 DETAILS Reinforced Soil Retained Soil Foundation Soil 8" Min. Low Permeable Soil 24" Cap Unit Segmental Block Unit Drainage Fill (3/4" Crushed Rock or Stone) Finished Grade Unreinforced Concrete or structural fill Leveling Pad Approximate Limits of Excavation NOTES: 1) Contractor to provide sealed engineered drawings for approval by Engineer prior to installation of wall(s). 2) Contractor to provide block sample for approval by Engineer prior to installation of wall. 3) When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. 4) Refer to Grading Plan(s) for wall height(s). 5) Refer to Plan(s) and/or Specs for approved manufacturers, colors and block face. 6) Refer to Specifications Section 312000 and 323223 for design criteria and construction requirements, related to geogrid, backfill, and other wall elements. 1/8" - 1/4" 8"DESIGN HEIGHT Typical Reinforced Wall Section Compact Unit - Near Vertical Setback Block Unit 8"Depth:Height:12"Width:18" Cap Unit Height:Depth:Width:18"10 1/2" 4" Dimensions May Vary by Region Base Leveling Pad Notes: 1. The leveling pad is to be constructed of crushed stone or minimum 200 psi unreinforced concrete 2.The base foundation is to be approved by the site geotechnical engineer prior to placement of the leveling pad. Unit Face Isometric Section View (NOT TO SCALE) Excavation Limits 6" Crushed Rock or Unreinforced Concrete Leveling Pad 4" Perforated PVC Drainage Tile SEGMENTAL RETAINING WALL (NEAR VERTICAL) Not To Scale GRID DEPTH Surface Per Plans 24" Embedment Depth P-PU-NHC-011 6' 2' 2' 1' 10" 4" SIDE VIEW END VIEW TOP VIEW NOTES: 1.Blocks to be constructed of unreinforced concrete. 2.Lay blocks in running bond pattern, overlapping joints. 3.Corner blocks shall be used at all 90 deg intersections. 4.Blocks can be gravity/dry stacked up to (3) courses high without reinforcement. 5.Mortar all joints together with S-type mortar, spread evenly across all horizontal and vertical surfaces. INTERLOCKING CONCRETE BIN BLOCKS W/ GROOVE 3/4" = 1'-0" HEAVY GAUGE LIFTING CABLE EMBEDDED IN CONCRETE INTERLOCKING KEY-MALE INTERLOCKING KEY-FEMALE 2 BIN BLOCK WALL LAYOUT 1/2" = 1'-0" CONCRETE BIN BLOCKS, USE CORNER BLOCKS AT ALL 90 DEG INTERSECTIONS PLAN VIEW SECTION VIEW PAVEMENT, PER PLANS BLOCKS TO BE SET OFF PAVEMENT PAVEMENT, PER PLANS, DETAILS COMPACTED SOIL TO CREATE BERM, PILE TO NEAR TOP OF FIRST COURSE OF BLOCKS BLOCKS TO BE SET OFF PAVEMENT 5' MIN / 8' MAX 3 PROPOSEDSEPTIC FIELDASPHALT PAVING HD CONC PAVING EX. CONC PAVING EX. METAL BLDG HD CONC PAVING GRAVEL PAVING WITH GEO-CELL NEW BLDG U200 OVERALL UTILITY PLAN R Know what's below. before you dig.Call NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION N PLAN U201 UTILITY PLAN INSETS N R Know what's below. before you dig.Call NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION PLAN DETAIL A FFE: 25.6 1 8 1 7 1 6 19 19 181618 17 2726 21 1 9 22 21 16 17 13 118 6 12 7 242322 2422 19 17 122 0 15 10 10 15 15 10 15 10 20 25 2525 25 25 25 25 25 20 2525 2526 2 524 2323 20 20 C100 OVERALL GRADING AND DRAINAGE PLAN R Know what's below. before you dig.Call NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION N PLAN FFE: 25.6 2726 21 2422 25 25 25 25 2525 25 2526 23 20 C101 GRADING AND DRAINAGE INSETS AND TABLES N R Know what's below. before you dig.Call NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION PLAN C111 STORM DRAINAGE PROFILES I NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION PROFILE C112 STORM DRAINAGE PROFILES II NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION PROFILE PROPOSEDSEPTIC FIELDASPHALT PAVING HD CONC PAVING EX. CONC PAVING EX. METAL BLDG HD CONC PAVING GRAVEL PAVING WITH GEO-CELL NEW BLDG PROPOSEDSEPTIC FIELDASPHALT PAVING HD CONC PAVING EX. CONC PAVING EX. METAL BLDG HD CONC PAVING GRAVEL PAVING WITH GEO-CELL NEW BLDG C200 CONSTRUCTION PHASING PLAN NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION N PLAN PHASE 1PHASE 3 PHASE 2 PROPOSEDSEPTIC FIELDASPHALT PAVING HD CONC PAVING EX. CONC PAVING EX. METAL BLDG HD CONC PAVING GRAVEL PAVING WITH GEO-CELL NEW BLDG PROPOSEDSEPTIC FIELDASPHALT PAVING HD CONC PAVING EX. CONC PAVING EX. METAL BLDG HD CONC PAVING GRAVEL PAVING WITH GEO-CELL NEW BLDG C201 SEDIMENT AND EROSION CONTROL PLAN NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION N PLAN INSET D101 PAVING DETAILS NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL A DETAIL E DETAIL F DETAIL B DETAIL D DETAIL H DETAIL G DETAIL C ® DETAIL I D201 UTILITY DETAILS I NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL DDETAILA DETAIL B DETAIL C D202 UTILITY DETAILS II NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL BDETAILA N D203 UTILITY DETAILS III NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL A DETAIL C DETAIL B DETAIL D D301 GRADING AND DRAINAGE DETAILS I NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL A DETAIL B DETAIL C DETAIL E DETAIL D DETAIL G MINIMUM RIPRAP OUTLET PROTECTION (APRON) DIMENSIONS STRUCTURE NUMBER WIDTH (PIPE OUTLET) (FT)WIDTH (END) (FT)LENGTH (FT)THICKNESS (IN) ST-05 9 10 16 18 ST-12 9 10 16 18 ST-16 6 6 10 18 D302 GRADING AND DRAINAGE DETAILS II NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL A DETAIL B SECTION DETAIL C DETAIL D D401 EROSION AND SEDIMENT CONTROL NOTES (NCG01) NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQWZones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This General Permit as well as the Certificate of Coverage, after it is received. (b)Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that Must be Reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d)Anticipated bypasses and unanticipated bypasses. (e)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800)858-0368. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. D402 EROSION AND SEDIMENT CONTROL DETAILS I NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL A DETAIL B DETAIL C DETAIL E DETAIL D BASIN SKIMMER SIZE DEWATERING TIMEORIFICE DIA. DETAIL F D403 EROSION AND SEDIMENT CONTROL DETAILS II NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION DETAIL B ®™ ™ ™ ®™ ® ™ ™ ®™ DETAIL D DETAIL E DETAIL F DETAIL A DETAIL C 1. 3B. 3A. 4. 5. 2. ²³ PRO P O S E D SEP T I C F I E L DASPHALTPAVING HD CONCPAVINGEX. CONCPAVINGRETAINING WALLBIN BLOCK WALLSEX. METALBLDG3 PARKING SPACES(1 HC, 2 REG)SIDEWALKHHW/OIL/MISC AREAHD CONCPAVINGGRAVEL PAVINGWITH GEO-CELLNEWBLDGF-1 ASPHALT ROAD ALTERNATE R Know what's below. before you dig.Call NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILL CONVENIENCE CENTER REDEVELOPMENT PROJECT © 2020NC F-1255 5400 Glenwood Avenue, Suite 400 Raleigh, NC 27612 | Tel: (919) 325-3500 PERMIT SET - NOT FOR CONSTRUCTION N DETAIL A A2014A2013A201A2011214' - 0"FEBUILT-IN DESK1' - 8"26' - 0"8' - 8"ROOF OVERHANG ABOVE2-TIERED LOCKERS(6) SHOWN1A3012A3013A301A5013A5014A5012A5011A5016A50152A4212A422A4011A401432ASTAFF OFFICE100RESTROOM101MECHANICAL/ELECTRICAL103CLOSET102B10010210310111' - 0 1/2"17' - 3"3' - 0"1' - 0 1/2"3' - 4"1' - 8"2' - 4"5' - 0 1/2"7' - 4"6' - 8"8' - 8"8 1/2"8"1' - 8"7' - 4"1A421CONDENSING UNIT - SEE MECHANICAL DRAWINGSA6015EA40154A301WATER COOLER BY OWNERAPPLIANCES BY OWNERA5017MASONRY CJMASONRY CJ1A3012A3013A301TAPER INSULATION TO SLOPE 1/4" PER 1'-0"4A3013A525SINGLE-PLY MEMBRANE ROOFINGCOORDINATE WITH MECHANICAL AND PLUMBING FOR ROOF PENETRATIONS. SEAL PER ROOF DETAILS TO MEET AND MAINTAIN ROOF INSTALLER AND MANUFACTURER'S WARRANTY1A5252A5252A525WALL LEGENDNOTES1. ALL DIMENSIONS ARE TO FINISHED FACE OF WALL.2. COORDINATE AND PROVIDE BACKING/BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.3. LOCATE DOOR OPENINGS 4" OFF PERPENDICULAR WALL, U.O.N.4. CONTROL JOINTS (CJ) ARE LOCATED IN MASONRY WALLS ON THE FLOOR PLAN AND ELEVATIONS.5. FINISH WALL TO FLOOR FOR BASE ADHESION.MASONRY WALLROOF PLAN LEGEND1/4" PER FOOT SLOPE TAPERED INSULATION14' - 0"FEBUILT-IN DESK26' - 0"8' - 8"6' - 8"3' - 0"ROOF OVERHANG ABOVE2-TIERED LOCKERS(6) SHOWNASTAFF OFFICE100RESTROOM101MECHANICAL/ELECTRICAL103CLOSET102B11' - 0 1/2"17' - 3"3' - 0"2' - 4"5' - 0 1/2"2' - 8" 4' - 8"6' - 8"8' - 8"8 1/2"8"7' - 4"6' - 8"CD4A30110A521A5024A5025A5026CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A101MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONSTAFF BUILDING FLOOR AND ROOFPLANSMDPABSMDPABSMDP1/4" = 1'-0"A1011FIRST FLOOR - STAFF BUILDING1/4" = 1'-0"A1012ROOF PLAN - STAFF BUILDING1 1/2" = 1'-0"A10133D VIEW FROM CONVENIENCE CENTER1/4" = 1'-0"A1014FIRST FLOOR - STAFF BUILDING CLERESTORY EMBEDDED STEEL PLATES UNDER CONTAINERS, TYPICAL EACH BAY -SEE SITE LAYOUT PLANS1A423TIMBER AND STEEL PILE RETAINING WALL -42" MIN TALL ON CUSTOMER SIDE. SEE STRUCTURALTYPICAL8' - 0"TYPICAL8' - 0"TYPICAL8' - 0"TYPICAL10' - 0"TYPICAL10' - 11 1/2"7' - 0"SEE SITE LAYOUT PLANS FOR MORE INFORMATION ON PARKING STRIPING, BOLLARDS, AND PAVEMENT.LENGTH OF CONVEYOR BELT MATERIAL GAP CLOSURE, TYP. EACH BAY23' - 0"RUBBER DOCK BUMPER MOUNTED VERTICALLY, TYP.TIMBER AND STEEL PILE RETAINING WALL -42" TALL ON CUSTOMER SIDECONCRETE STAIRS W/ HANDRAILSCONCRETE STAIRS W/ HANDRAILSCONCRETE LOADING DOCK WALL (NO RAILINGS) EMBEDDED STEEL PLATES UNDER CONTAINERSSEE SITE LAYOUT PLANS FOR MORE INFORMATION ON PARKING STRIPING, BOLLARDS, AND PAVEMENT.CONCRETE WALLTIMBER WALLCONCRETE WALLTIMBER WALLA4021A2021A2022A20232A423A2024A4031SLOPE WALL PER GRADING PLAN AT A CONSISTENT SLOPE1A423A1022CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A102MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONCONVENIENCE CENTER OVERALLPLAN + ENLARGED BAY PLANMDPABSMDPABSMDP1/4" = 1'-0"A1022CONVENIENCE CENTER BAY1" = 20'-0"A1021CONVENIENCE CENTER OVERALL PLAN OSCCEILING LEGENDKEYA10'-0"CEILING HEIGHTCEILING TYPECEILING MATERIALA GYPSUM BOARD CEILING NOTES:PATTERNLINEAR DIRECT/INDIRECT SUSPENDED OR WALL MOUNTED LIGHT FIXTUREOCCUPANCY SENSOR1. SEE ELECTRICAL AND MECHANICAL PLANS FOR MORE INFORMATION.2. WHERE CEILING KEYNOTE IS NOT NOTED, ROOM HAS EXPOSED STRUCTURE.3. ALL DIMENSIONS ARE TO CENTERLINE OF FIXTURE UNLESS OTHERWISE NOTED.4. SEE FINISH PLANS FOR PAINT COLORS OF CEILING SOFFITS.5. CONTRACTOR IS NOT TO INSTALL ANY ACCESS PANELS IN GWB CEILING WITHOUT PRIOR APPROVAL AND COORDINATION WITH ARCHITECT.SYMBOL DESCRIPTIONOSCSTAFF OFFICE100RESTROOM101MECHANICAL/ELECTRICAL103CLOSET102A8' - 0"A8' - 0"SPIRAL SUPPLY DUCTUNDERSIDE OF STEEL ROOF DECK -PAINT EXPOSED DECK AND STRUCTURE3A525PAINT GYPSUM CEILING C20PAINT DUCTWORK TO MATCH CEILINGFINISH SCHEDULEFLOOR MATERIALKEYF10 EPOXY FLOORING - DUR - A - FLEX INC DUR - OLIVESTONEF20BASE MATERIALKEYINTEGRAL EPOXY COVE BASEB104" RUBBER COVE BASE - JOHNSONITE - 44 DARK BROWNB20WALL MATERIALKEYPAINT COLOR - SW 7570 EGRET WHITEW10PAINT COLOR - SW 7019 GAUNTLET GRAYW20CEILING MATERIALKEYOPEN AND PAINTED - SW 7019 GAUNTLET GRAYC10C20KEYNOTESNOTES:* INDICATES EPOXY FINISH, SEE SPECS1. ALL PAINT TO BE LATEX EGGSHELL FINISH, U.O.N.2. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFORMATION.3. REFER TO MILLWORK DRAWINGS FOR ADDITIONAL MILLWORK FINISHES AND APPLICATIONS. FINISH PLANS INDICATE COUNTERTOP MATERIAL ONLY. ALL CLOSET SHELVING TBD.4. ALL FINISHES TO MEET "CLASS B" FLAME SPREAD REQUIREMENTS ("CLASS A" IN A NON-SPRINKLERED BUILDING) PER NC STATE BUILDING CODE CHAPTER 8.5. HOLLOW METAL DOOR FRAMES AND DOORS - PAINT TO MATCH ALUMINUM STOREFRONT FRAMING, SEMIGLOSS FINISH. SEE SPECIFICATION SECTION 099100.6. WOOD DOORS TO BE BIRCH VENEER WITH CLEAR FINISH. 7. EXPOSED STRUCTURE/DECKING AND DUCTWORK TO BE PAINTED PER CEILING FINISH NOTES, FLAT FINISH. SPRAY APPLIED.8. PAINT THE UNDERSIDE OF SOFFITS AND BULKHEADS THE SAME COLOR AS THAT SPECIFIED FOR THE FACE, U.O.N. 1 C10 AND C20. SEE REFLECTED CEILINGPLANROOM ###W## F##C## B##ROOM NUMBERROOM NAMEFLOOR FINISHWALL BASE MATERIALWALL FINISHCEILING MATERIAL OR FINISHSEALED CONCRETESOLID SURFACEKEYSOLID PLASTIC COUNTER - CORIAN - PINESS1PAINTED GYPSUM - SW 7019 GAUNTLET GRAYPAINT COLOR - SW 6221 MOODY BLUEW302W10 BELOW 7'-4". W20 ABOVE 7'-4".STAFF OFFICE2F10C10B10RESTROOM2*F101B10CLOSET2F10C20B10MECHANICAL/ELECTRICAL2F20C10B20SS1SS1SS1W302' - 0"2' - 0"2-TIERED LOCKERS(6) SHOWNALIGN STEP IN COUNTER WITH WINDOW JAMBA5017PAINT STEEL COLUMN W20CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A111MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONREFLECTED CEILING PLAN AND FINISHPLANMDPABSMDPABSMDP1/4" = 1'-0"A1111FIRST FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"A1113FIRST FLOOR - FINISH PLAN 3A3011A422GROUND FACE CONCRETE BLOCKFLUSH ALUMINUM DOOR W/ WARRANTIED PAINT FINISH7' - 4"3' - 4"D1A421BREAK METAL FASCIA - COLOR TO MATCH STOREFRONTCORROGATED METAL WALL - SLATE GREYALUMINUM STOREFRONT WINDOWS W/ 1" INSULATING GLASS - SMOKE GRAYA4A301HOSE BIB - SEE PLUMBING DRAWINGSALIGN ALUMINUM SILL FLASHING AND WING WALL COPING - FINISH TO MATCH METAL WALL PANELSLIGHT. SEE ELECTRICAL STEEL CHANNEL - PAINT - SEE STRUCTURALLOUVER, SEE MECHANICAL -MATCH COLOR OF METAL PANELS10' - 0"MASONRY CONTROL JOINTBREAK METAL FASCIA - COLOR TO MATCH STOREFRONTCORROGATED METAL WALL - SLATE GREYGROUND FACE CONCRETE BLOCKALUMINUM STOREFRONT WINDOWS W/ 1" INSULATING GLASS - SMOKE GRAY1A3012A3012A4212A4227' - 4"BSTEEL CHANNEL - PAINT - SEE STRUCTURAL2' - 0"8"10' - 0"GROUND FACE CONCRETE BLOCKFLUSH ALUMINUM DOOR W/ ALUMINIUM FRAME WARRANTIED PAINT FINISHLOCKABLE METAL FENCING AT OUTDOOR TOOL STORAGE1A3012A3012A4212A4227' - 4"BREAK METAL FASCIA - COLOR TO MATCH STOREFRONTCORROGATED METAL WALL - SLATE GREYGALVANIZED CHAINLINK FENCE WITH PVC COATINGLIGHTS. SEE ELECTRICALSTEEL CHANNEL - PAINT - SEE STRUCTURALLOUVER, SEE MECHANICAL -MATCH COLOR OF METAL PANELS10' - 0"3A3011A422GROUND FACE CONCRETE BLOCK7' - 4"1A421BREAK METAL FASCIA - COLOR TO MATCH STOREFRONTCORROGATED METAL WALL - SLATE GREYALUMINUM STOREFRONT WINDOWS W/ 1" INSULATING GLASS - SMOKE GRAY2' - 0"4A301HOSE BIB - SEE PLUMBING DRAWINGSALIGN ALUMINUM SILL FLASHING AND WING WALL COPOING FINISH TO MATCH METAL WALL PANELSSTEEL CHANNEL - PAINT - SEE STRUCTURAL10' - 0"MASONRY CONTROL JOINTCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A201MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONSTAFF BUILDING EXTERIORELEVATIONSMDPABSMDPABSMDP1/4" = 1'-0"A2011NORTHEAST ELEVATION1/4" = 1'-0"A2012NORTHWEST ELEVATION1/4" = 1'-0"A2013SOUTHEAST ELEVATION1/4" = 1'-0"A2014SOUTHWEST ELEVATIONC 2A402TIMBER AND STEEL PILE RETAINING WALL -42" TALL ON CUSTOMER SIDECONCRETE STAIRS W/ HANDRAILSCONCRETE RETAINING WALL4' - 0"TIMBER AND STEEL PILE RETAINING WALL -42" TALL ON CUSTOMER SIDESTAFF BUILDING BEYONDCONCRETE WALLCONCRETE RETAINING WALLCONCRETE WALLRUBBER DOCK BUMPERS AT CONCRETE RETAINING WALL10" X 6'-8" TALL5' - 0" 3' - 6"2A402TIMBER AND STEEL PILE RETAINING WALL -42" TALL ON CUSTOMER SIDECONCRETE STAIRS W/ HANDRAILS3' - 6"2A423RUBBER DOCK BUMPERS AT CONCRETE RETAINING WALL 10" X 3'-0" TALLSTEEL ANGLE CAST INTO CONCRETE AT SLAB EDGE - SEE SECTION DETAILSCONCRETE LOADING DOCK WALL AT SHRED AREA4' - 0"RUBBER DOCK BUMPERS AT CONCRETE RETAINING WALL 3'-0" X 10" TALLCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A202MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONCONVENIENCE CENTER EXTERIORELEVATIONSMDPABSMDPABSMDP1/16" = 1'-0"A2021CONVENIENCE CENTER - LONG LOW SIDE1/16" = 1'-0"A2022CONVENIENCE CENTER - SHORT LOW SIDE1/16" = 1'-0"A2023CONVENIENCE CENTER - CUSTOMER SIDE1/8" = 1'-0"A2024CONVENIENCE CENTER - SHRED WALL 3A3014" CONCRETE SLAB WITH EPOXY CHIP FLOORINGGROUND FACED CMUALUM STOREFRONT W/ 1" INSULATING GLASSSTEEL CHANNEL - PAINT - SEE STRUCTURALSINGLE PLY ROOFING SYSTEM ON TAPERED RIGID INSULATIONPAINTED CMU8" PAINTED CMUA4212D4" INTERGRAL EPOXY COVE BASE4" INTERGRAL EPOXY COVE BASEASTEEL JOISTS. SEE STRUCTURALFIRE EXTINGUISHER IN SEMI RECESSED CABINET.7' - 4"RESTROOM101STAFF OFFICE1003' - 4"SLOPEA52174A301COLOR W10 BELOW HEIGHT 7' - 4". REFER FINISH NOTES COLOR W20 ABOVE HEIGHT 7' - 4". REFER FINISH NOTES ALIGN ALUMINUM SILL FLASHING AND WING WALL COPING - FINISH TO MATCH METAL WALL PANELS3A3014" CONCRETE SLABGROUND FACED CMUALUM STOREFRONT W/ 1" INSULATING GLASSSTEEL CHANNEL - PAINT -SEE STRUCTURALSINGLE PLY ROOFING SYSTEM ON TAPERED RIGID INSULATION4" PAINTED CMU1A422A4222A4" RUBBER BASE4" INTERGRAL EPOXY COVE BASE7' - 4"MECHANICAL/ELECTRICAL103CLOSET102STAFF OFFICE100STEEL JOISTS. SEE STRUCTURALFIRE EXTINGUISHER IN SEMI RECESSED CABINET.SLOPESPIRAL DUCT PAINT TO MATCH CEILINGA52154A301APPLIANCES BY OWNERA52110COLOR W10 BELOW HEIGHT 7' - 4". REFER FINISH NOTES COLOR W20 ABOVE HEIGHT 7' - 4". REFER FINISH NOTESALIGN ALUMINUM SILL FLASHING AND WING WALL COPING - FINISH TO MATCH METAL WALL PANELS1A3012A3014" CONCRETE SLABPAINTED CMUSTEEL CHANNEL - PAINT -SEE STRUCTURALSINGLE PLY ROOFING SYSTEM ON TAPERED RIGID INSULATION4" INTERGRAL EPOXY COVE BASESTAFF OFFICE100LOUVERED GRILLE - SEE MECHANICALSLOPESPIRAL DUCT PAINT TO MATCH CEILING7' - 4"COLOR W10 BELOW HEIGHT 7' - 4". REFER FINISH NOTES COLOR W20 ABOVE HEIGHT 7' - 4". REFER FINISH NOTES 1A3012A3017' - 4"4" CONCRETE SLABPAINTED CMUSTEEL CHANNEL - PAINT PER SPEC 099690SINGLE PLY ROOFING SYSTEM ON TAPERED RIGID INSULATION4" INTERGRAL EPOXY COVE BASESPIRAL DUCT PAINT TO MATCH CEILINGLOCKERSSLOPEA5253COLOR W10 BELOW HEIGHT 7' - 4". REFER FINISH NOTES COLOR W20 ABOVE HEIGHT 7' - 4". REFER FINISH NOTES LOUVERED GRILLE - SEE MECHANICALCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A301MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONSTAFF BUILDING SECTIONSMDPABSMDPABSMDP1/4" = 1'-0"A3011STAFF BUILDING SECTION - LONGITUDINAL 11/4" = 1'-0"A3012STAFF BUILDING SECTION - LONGITUDINAL 21/4" = 1'-0"A3013STAFF BUILDING SECTION - LATERAL 11/4" = 1'-0"A3014STAFF BUILDING SECTION - LATERAL 2 1A301SOAP DISPENSER4" EPOXY COVE BASE2' - 10"PAINTED CMUWOOD DOOR IN HOLLOW METAL FRAME4"1A3012A3012A4212A4224" EPOXY COVE BASEMICROWAVE BY OWNER. PROVIDE POWER OUTLET ABOVE BACKSPLASH. COORDINATE WITH ELECTRICALWOOD VENEERED BASE CABINETS WITH ONE ADJUSTABLE SHELFSOLID SURFACE COUNTER TOP AND BACKSPLASHRAKKS BRACKETS1' - 6" 1' - 6" 1' - 6"WOOD VENEERED UPPER CABINETSMOUNT RECEPTACLES FLUSH IN SOLID SURFACE BACKSPLASH. SEE ELECTRICAL UNDER CABINET LIGHTINGW10W203A5112' - 9 3/4"BSTEEL CHANNEL -PAINT - SEE STRUCTURAL2' - 6" 7 3/4"TURNED DOWN SOLID SURFACE COUNTER AT LEVEL CHANGENOM 1 X 4 WOOD LEDGER STRIPS SUPPORTING BACK AND SIDES OR COUNTER. PAINT TO MATCH WALL. 1' - 2 3/4"2' - 6"2' - 6"1' - 2 3/4"FILLER PANEL7' - 5 1/2"1 3/8"SOAP DISPENSER INSULATED SUPPLY AND DRAIN LINES2' - 10"STAINLESS STEEL GRAB BARSMIRROR IN STAINLESS STEEL CHANNEL - CENTER OVER SINKPAINT CMU W10 -PAINT TO BE EPOXY4" EPOXY COVE BASE6"3' - 0"3' - 0"TO B.O. REFLECTIVE SURFACE40" MAX2' - 0"REFRIGERATOR PROVIDED BY OWNER. PROVIDE RECPTACLE. SEE ELECTRICALSOLID SURFACE COUNTER AND BACKSPLASHMICROWAVE BY OWNER4" EPOXY COVE BASE1A5112' - 6"4"3A5111' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"3' - 0"1' - 6"1' - 6"2' - 0"WOOD VENEERED UPPER CABINETS WITH THREE ADJUSTABLE SHELVES4"RECEPTACLES. SEE ELECTRICAL PLANSW30W201' - 7 3/4"4A5112' - 9 3/4"STEEL CHANNEL - PAINT -SEE STRUCTURALWOOD VENEEERED UPPER CABINETS WITH ONE ADJUSTABLE SHELF5' - 8 1/4"FILLER PANELWOOD VENEERED BASE CABINETS WITH ONE ADJUSTABLE SHELFUNDER CABINET LIGHTING. SEE ELECTRICAL.FILLER PANEL2"BIRCH PLYWOOD END PANELRUBBER BASE1' - 4"1' - 6"4' - 6"1' - 9"GB42HCGB36SDCHAHDMITDCFTHA5218TOILET ACCESSORIES LEGENDNOTES:1. PLUMBING CONTRACTOR TO PROVIDE PROTECTIVE INSULATION AT HOT PIPES BELOW LAVATORY PER ACCESSIBLITY CODE.2. FLUSH CONTROL VALVES AT ACCESSIBLE TOILETS TO BE MOUNTED ON THE WIDE SIDE OF TOILET STALL OR ROOM.3. SEE SPECIFICATIONS FOR DETAILS OF TOILET ACCESSORIES.4. SLOPE FLOOR SLAB TO DRAIN. 5. THRESHOLDS SLOPE IN DOOR OPENINGS SHALL NOT EXCEED 1:8 SLOPE OR 1/2" IN HEIGHT PER ACCESSIBLITY STANDARDS.CLEAR FLOOR SPACE, 30" X 48"COAT HOOKGRAB BAR, 36" LONG (REAR WALLS)GRAB BAR, 42" LONG (SIDE WALLS)HANDICAPPED ACCESSIBLE FIXTUREMIRRORSOAP DISPENSER67" HANDICAPPED TURNING DIAMETER TOILET TISSUE HOLDERCFCHGB36GB42HCMISDTDTHAUTOMATIC HANDDRYERAHDCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A401MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONENLARGED TOILET AND KITCHENETTEELEVATIONSMDPABSMDPABSMDP1/2" = 1'-0"A4011ELEVATION - RESTROOM WC1/2" = 1'-0"A4012ELEVATION - STAFF OFFICE - BUILT-IN DESK1/2" = 1'-0"A4013ELEVATION - RESTROOM - SINK1/2" = 1'-0"A4014ELEVATION - STAFF BUILDING - KITCHENETTE1/2" = 1'-0"A4015PLAN DETAIL OF TOILET 2A4024A4021 1/2" DIA. GALVANIZED HANDRAILCAST IN PLACE CONCRETE STAIRS8"5' - 6"8"3A402TOP OF WALL SLOPES WITH STEPS. SEE 4A/4021' - 0"STEEL PILES SEE STRUCTURALTIMBER WALL1' - 0"9 TREADS @ 12"9' - 0"1 1/2"1 1/2"3' - 6"1 1/2" DIA. GALVANZED HANDRAILCAST IN PLACE CONCRETE STAIRSGRAVEL BASECOMPACTED FILL1/2" EXPANSION JOINT MATERIAL3A402TIMBER WALL BEYONDSTEEL PILE. SEE STRUCTURAL6" 1' - 0"CONCRETE WALL BEYONDNOTE: SEE STRUCTURAL DRAWINGS FOR TYP. STAIR REINFORCEMENT9 TREADS @ 12"9' - 0"10 RISERS @ 6"5' - 0"3' - 0"1' - 0"3' - 0"GRAVEL PAVING WITH GEO-CELL STABILIZATION - SEE SITE LAYOUT DRAWINGS1 1/2" DIA. GALVANZED HANDRAILCAST IN PLACE CONCRETE STAIRSGRAVEL BASECOMPACTED FILL1/2" EXPANSION JOINT MATERIAL3' - 0"3A4021' - 0"CONCRETE WALL BEYONDSLOPE WITH STEPSGRAVEL BASE10 RISERS @ 6"5' - 0"6"1' - 0"1' - 0"9 TREADS @ 12"9' - 0"GRAVEL PAVING WITH GEO-CELL STABILIZATION - SEE SITE LAYOUT DRAWINGS2A4024A4021 1/2" DIA. GALVANIZED HANDRAILCAST IN PLACE CONCRETE STAIRSCAST IN PLACE CONCRETE WALL -SLOPE WITH STAIRS3/4" CHAMFER TOP EDGES OF CONCRETE WALLSSTEEL PILE BEYONDCONCRETE FOOTING -SEE STRUCTURALDRAINAGE BOARDWATERPROOFINGDRAINAGE STONEFOUNDATION DRAINNOTE: SEE STRUCTURAL DRAWINGS FOR TYP. STAIR REINFORCEMENTCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A402MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONENLARGED STAIR PLANS ANDDETAILSMDPABSMDPABSMDP1/2" = 1'-0"A4021PLAN DETAIL @ STAIR A1/2" = 1'-0"A4022WALL SECTION @ STAIR A1/2" = 1'-0"A4024WALL SECTION @ STAIR A'1/2" = 1'-0"A4023SECTION @ STAIR A 2A4034A4035A4035' - 6"8"1 1/2" DIA. GALVANIZED HANDRAILCAST IN PLACE CONCRETE STAIRS6A4036"1' - 0"9 TREADS @ 12"9' - 0"1' - 0"1 1/2"1 1/2"1 1/2" DIA. GALVANZED HANDRAILCAST IN PLACE CONCRETE STAIRSGRAVEL BASECOMPACTED FILL1/2" EXPANSION JOINT MATERIAL1/2" EXPANSION JOINT MATERIAL3' - 0"5A403CONCRETE WALL BEYONDGRAVEL BASENOTE: SEE STRUCTURAL DRAWINGS FOR TYP. STAIR REINFORCEMENT9 TREADS @ 12"9' - 0"10 RISERS@ 6"5' - 0"3' - 0"1' - 0" 6"1' - 0"CONCRETE FOOTING -SEE STRUCTURALDRAINAGE BOARDWATERPROOFINGDRAINAGE STONEFOUNDATION DRAIN1 1/2" DIA. GALVANIZED HANDRAILCAST IN PLACE CONCRETE STAIRSCAST IN PLACE CONCRETE WALL 3/4" CHAMFER ALL CONCRETE EDGES6A403SEE STRUCTURAL FOR FOOTINGS AND REINFORCEMENT1 1/2"1 1/2"1 1/2" DIAM. GALVANIZED STEEL PIPE POSTS AND RAILSCONCRETE1 1/2"1 1/2"3' - 0"PIPE SLEEVE CAST INTO CONCRETE1 1/2" DIA. GALVANZED HANDRAILCAST IN PLACE CONCRETE STAIRSGRAVEL BASECOMPACTED FILL1/2" EXPANSION JOINT MATERIAL1/2" EXPANSION JOINT MATERIALCONCRETE WALL BEYOND10 RISERS @ 6"5' - 0"GRAVEL BASE1' - 0"3' - 0"3' - 0"1' - 0"9 TREADS @ 12"9' - 0"CONCRETE WALL BEYONDCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A403MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONENLARGED STAIR PLANS ANDDETAILS IIMDPABSMDPABSMDP1/2" = 1'-0"A4031PLAN DETAIL@ STAIR B1/2" = 1'-0"A4032WALL SECTION @ STAIR B1/2" = 1'-0"A4034SECTION @ STAIR B1 1/2" = 1'-0"A4035TYP RAILING DETAIL1/2" = 1'-0"A4036WALL SECTION @ STAIR B'' ALUMINUM STOREFRONT W/ 1" INSULATED GLASS -FINISH TO BE SMOKE GRAYSTOREFRONT ANCHORS TO BE DRILLED NOT SHOTALUMINIUMSUB-SILL FLASHINGW/END DAMS AT CMU JAMBSSEALANT & BACKER ROD - FULL PERIMETER BOTH SIDES4" CONCRETE SLAB W/ EPOXY FLOORING AND BASECOMPACTED FILL10 MIL. REINFORCED VAPOR BARRIER4" GRAVEL BASERUN FLASHING UP INTO STOREFRONT FRAME AND PROVIDE DRIP EDGEMIN. R-7.6 RIGID INSULATION CONTINUOUSTHRU WALL FLASHING W/ OPEN WEEPS @ 16" O.C. W / METAL DRIP EDGEAIR SPACE1/2" SOLID SURFACE - SP-1 - ALIGN SURFACE FLUSH W/ TOP OF CMU CAP3/4" PLYWOOD2"x4" WOOD LEDGER - PAINT - DRILL ANCHORS INTO CMUSTEEL ANGLE SUPPORT - PAINT1"x4" WOOD BLOCKINGRAKKS COUNTER SUPPORT EH 1818 - CLEAR ANODIZED FINISH - ALIGN W/ STOREFRONT MULLIONS - ATTACH W/ 3/8" DIA. EXPANSION ANCHORS INTO CMU W/ FILLED CELLSFILL SOLID BELOW GRADE4" GROUND FACE CMU W/ CLEAR SEALALL INTERIOR CMU TO BE PAINTEDCONTINUOUS DAMPPROOFING AT FACE OF BLOCKMIN. R-15 PERIMETER INSULATIONA5211A5214STEEL TUBE COLUMN - PART PER SPEC 099600. JOIST EXTENSIONS AND METAL ROOF DECK - SEE STRUCTURALSTEEL CHANNEL PAINTEDAS PER SPECS 099600CONTINUOUS LADDER TYPE MASONRY TIES@ 16" OC VERTICALLY4" PERFORATED DRAIN - RUN TO DAYLIGHT. SEE C101 FOR OUTLET LOCATIONFILTER FABRICPAINT UNDERSIDE OF JOIST EXTENSIONS AND METAL DECKINGPAINT STEEL CHANNEL JOIST AND UNDERSIDE OF METAL DECKING ON INTERIOR6"STEEL STRUCTURE AT ROOF EDGE - PAINT7 1/2"7 1/2"4' - 0"BENT STEEL PLATE AT ROOF EDGE - SEE STRUCTURALTREATED WOOD BLOCKING2' - 0"2' - 6"SINGLE PLY MEMBRANE ROOFMINIMUM R-25 CONTINUOUS RIGID INSULATION - SLOPE PER ROOF PLANA5252CONTINUOUS TREATED WOOD BLOCKING WRAPPED IN BREAKMETALCONTINUOUS DECK FLUTE CLOSURE4" CONCRETE SLAB SIDEWALKMIN. R-15 PERIMETER INSULATION8" GROUND FACE CMU W/ CLEAR SEAL SHOULD FACE FINISH BOTH SIDESCONTINUOUS ALUMINIUM COPING CAP W/ ANCHOR CLIPS - MATCH COLOR OF METAL WALL PANELSHORIZONTAL METAL WALL PANELS ON 7/8" GALV.FURRING4" PERFORATED DRAIN - RUN TO DAYLIGHT. SEE C101 FOR OUTLET LOCATIONFILTER FABRIC6"GROUND FACE CMUSTEEL STRUCTURE AT ROOF EDGE - PAINTFLUSH ALUMINUM DOOR IN ALUMINUM FRAME7' - 4"2' - 0"BENT STEEL PLATE AT ROOF EDGE -SEE STRUCTURAL TREATED WOOD BLOCKINGTREATED WOOD BLOCKING. 3/4" PLYWOOD 2 LAYERSCUT TOP COURSE OF CMU SUCH THAT METAL COPING ALIGNS WITH SILL FLASHING BEYOND FOR CONTINUOUS APPEARANCE - SEE EXTERIOR ELEVATIONSSINGLE PLY MEMBRANE ROOFMINIMUM R-25 CONTINUOUS RIGID INSULATION - SLOPE PER ROOF PLANA525110A521JOIST EXTENSIONS AND METAL ROOF DECK - SEE STRUCTURALSTEEL CHANNEL PAINTEDAS PER SPECS 099600PAINT UNDERSIDE OF JOIST EXTENSIONS AND METAL DECKINGBREAKMETAL CLOSURE BEYONDCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A421MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONWALL SECTIONS IMDPABSMDPABSMDP1" = 1'-0"A4212WALL SECTION @ STAFF BUILDING - COUNTER WALL1" = 1'-0"A4211WALL SECTION@ WING WALLR-VAULE TYPICAL WALLINTERIOR AIRFILM R-0.688" CMU R-1.04RIGID INSULATION R-7.6AIRSPACE R-1.04" CMU R-0.71EXTERIOR AIRFILM R-0.17TOTAL R-VALUE = R-11.2U-VALUE = U-0.089 4" GROUND FACE CMU8" CMU - PAINTED INTERIOR SIDEMIN R - 7.6 RIGID INSULATION CONTINUOUSAIRSPACER-15 RIGID PERIMETER INSULATIONCONTINUOUS DAMP PROOFING AT FACE OF BLOCKTHRU WALL FLASHING W/ OPEN HEAD WEEPS 16" O.C. AND METAL DRIP EDGEGROUT SOLID BELOW GRADETHRU WALL FLASHING W/ OPEN HEAD WEEPS @ 16" O.C. - RUN FLASHING UP INTO STOREFRONT FRAMESLOPE4" PERFORATED DRAIN - RUN TO DAYLIGHT. SEE C101 FOR OUTLET LOCATIONFILTER FABRICSTOREFRONT ANCHORS TO BE DRILLED NOT SHOTALUMINIUM SUB-SILL FLASHING WITH END AT CMU JAMBSGROUT FILL TOP VENEER BLOCKALUMINUM SILL FLASHING TO MATCH METAL AND PROVIDE PANEL WITH DRIP EDGEHORIZONTAL JOINT REINFORCING @ 16" O.C.1/2" EXPANSION JOINT4" CONCRETE SLAB W/ EPOXY FLOORING AND BASECONCRETE FOOTING SEE STRUCTURALCOMPACTED FILL10 MIL. REINFORCED VAPOR BARRIER4" GRAVEL BASE12" CMU - PAINTEDALUMINUM STOREFRONT W/ 1" INSULATED GLASS - FINISH TO BE CHARCOAL GRAYSEALANT & BACKER ROD - FULL PERIMETER BOTH SIDESA5212A521118 1/2"METAL PANEL BEYONDCONTINUOUS LADDER TYPE MASONRY TIES@ 16" OC VERTICALLY10' - 0"9' - 4"7' - 4"SPIRAL DUCT -PAINTED TO MATCH CEILING2' - 0"RUBBER BASESTEEL STRUCTURE AT ROOF EDGE - PAINTBENT STEEL PLATE AT ROOF EDGE -SEE STRUCTURALTREATED WOOD BLOCKINGSINGLE PLY MEMBRANE ROOFMINIMUM R-25 CONTINUOUS RIGID INSULATION - SLOPE PER ROOF PLANA5114ALUMINUM STOREFRONT W/ 1" INSULATED GLASS -FINISH TO BE SMOKE GRAY6"CONTINUOUS METAL DECK FLUTE CLOSURE - PAINT TO MATCH DECKDECK FLUTE CLOSURE AT EACH FLUTE ABOVE TOP OF WALLCONTINUOUS TREATED WOOD BLOCKING WRAPPED IN BREAKMETAL4" GROUND FACE CMU8" CMU - PAINTED INTERIOR SIDEMIN R - 7.6 RIGID INSULATION CONTINUOUSAIRSPACEHORIZONTAL JOINT REINFORCING @ 16" O.C.1/2" EXPANSION JOINT4" CONCRETE SLABR-15 RIGID PERIMETER INSULATIONCONCRETE FOOTING SEE STRUCTURALCOMPACTED FILL10 MIL. REINFORCED VAPOR BARRIER4" GRAVEL BASECONTINUOUS DAMP PROOFING AT FACE OF BLOCKTHRU WALL FLASHING W/ OPEN HEAD WEEPS 16" O.C. AND METAL DRY EDGEGROUT SOLID BELOW GRADETHRU WALL FLASHING W/ OPEN HEAD WEEPS @ 16" O.C.HORIZONTAL METAL WALL PANELS ON 7/8" GALV.FURRINGGROUT FILL TOP VENEER BLOCKBACKER ROD AND SEALANT TO MATCH METAL PANELALUMINUM SILL FLASHING TO MATCH METAL PANEL W/ DRIP EDGEA52131/2" SOLID SURFACE3/4" PLYWOODA52168 1/2"7' - 4"9' - 4"CONTINUOUS LADDER TYPE MASONRY TIES@ 16" OC VERTICALLY4" PERFORATED DRAIN - RUN TO DAYLIGHT. SEE 101 FOR OUTLET LOCATIONFILTER FABRICSLOPERUBBER BASESOLID SURFACEPAINT STEEL CHANNEL JOIST, UNDERSIDE OF METAL DECKING ON INTERIOR7 1/2"7 1/2"STEEL STRUCTURE AT ROOF EDGEBENT STEEL PLATE AT ROOF EDGETREATED WOOD BLOCKINGSINGLE PLY MEMBRANE ROOFMINIMUM R-25 CONTINUOUS RIGID INSULATION - SLOPE PER ROOF PLAN6"CONTINUOUS TREATED WOOD BLOCKING WRAPPED IN BREAKMETALCONTINUOUS DECK FLUTE CLOSURE7A501CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A422MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONWALL SECTIONS IIMDPABSMDPABSMDP1" = 1'-0"A4221WALL SECTION @ STAFF BUILDING WINDOW1" = 1'-0"A4222WALL SECTION @ STAFF BUILDING METAL SIDINGR-VAULE TYPICAL WALLINTERIOR AIRFILM R-0.688" CMU R-1.04RIGID INSULATION R-7.6AIRSPACE R-1.04" CMU R-0.71EXTERIOR AIRFILM R-0.17TOTAL R-VALUE = R-11.2U-VALUE = U-0.089 WATERPROOFING1" PROTECTION BOARDMIN. 12" DRAINAGE STONE1/2" EXPANSION MATERIALCONTINUOUS 6" PERFORATED PVC DRAINAGE PIPE - SLOPE TO DRAIN - DAYLIGHT @ BOTH ENDSSEE C100 FOR OUTLET LOCATIONPAVING - SEE LAYOUT PLANS FOR DETAILSCONTINUOUS SEALANTTIMBER WALL BEYONDPAVING - SEE LAYOUT PLANS FOR DETAILSTIMBERS INSERTED BETWEEN STEEL PILES - SEE STRUCTURALEMBEDDED STEEL PLATES UNDER CONTAINERSSEE SITE DRAWINGS STEEL PILES. SEE STRUCTURALSEE GRADING PLAN5' - 0"RUBBER DOCK BUMPER -MOUNT VERTICALLYSTEEL PILE BEYOND WITH REMOVABLE STEEL CAP - SEE STRUCTURAL3' - 6"10"6' - 9"DRAINAGE BOARDSTEEL PILE BELOW GRADE - SEE STRUCTURAL1' - 0"40CY DUMPSTER CONTAINER BY OTHERS6"OWNER PROVIDED CONVEYOR BELT SHEET MATERIAL TO BE REPURPOSED. GC TO CUT TO LENGTH OF BAY AND WIDTH NEEDED TO FOLD OVER EDGE OF CONTAINER. STEEL PLATE SPACER FIXED BETWEEN STEEL PILES - THICKNESS TO MATCH STEEL PILE FLANGE THICKNESSCONTINUOUS 3/8" THICK STEEL PLATE CAP PIECE THROUGH-BOLTED WITH 2 ROWS OF LAG BOLTS INTO TOP TIMBER @ 24" O.C.HEAVY DUTY STEEL D-RING WELDED TO STEEL PILE, 8'-0" O.C. - STEEL CABLE OR CHAIN TIES WITH CLIPS ON BOTH ENDS1" GROMMET RING THROUGH CONVEYOR BELT SHEET @ 8'-0" O.C.NOTES REGARDING OWNER PROVIDED CONVEYOR BELT MATERIAL:1. CONVEYOR BELT IS ONLY MATERIAL PROVIDED BY OWNER - ALL CUTTING, ATTACHMENTS, AND OTHER DETAILS ARE THE RESPONSIBILITY OF THE GC.2. THE MATERIAL IS 5' WIDE AND PRESUMED OF ENOUGH LENGTH FOR ALL BAYS. 3. GC TO ASSEMBLE A MOCKUP AT ONE BAY FOR OWNER APPROVAL PRIOR TO CUTTING MATERIAL FOR THE REMAINING BAYS. 4. PROVIDE THIS ASSEMBLY AT EACH BAY.STEEL ANGLE CAST INTO EDGE OF CONCRETE SLABNEW CONCRETE SLAB - SEE STRUCTURAL -SLOPE TO MATCH EXISTINGRUBBER DOCK BUMPERPROTECTION BOARDCONCRETE WALLCRUSHED STONEFILTER FABRICWATERPROOFING4" PERFORATED DRAIN DAYLIGHT -SEE C100 FOR OUTLET LOCATION1/2" EXPANSION MATERIALCONCRETE FOOTING - SEE STRUCTURALNOTE:SEE STRUCTURAL PLANS FOR SIZES AND REINFORCING REQUIREMENTSSEE GRADING PLAN4' - 0"CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A423MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONWALL SECTIONS IIIMDPABSMDPABSMDP1" = 1'-0"A4231CONVENIENCE CENTER TIMBER RETAINING WALL SECTION1" = 1'-0"A4232CONCRETE RETAINING WALL AIR SPACEMIN R - 7.6 RIGID INSULATION - CONT.8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHORIZONTAL JOINT REINFORCING - NOT SHOWN4" GROUND FACE CMUCONTINUOUS DAMP PROOFINGCOUNTER TOP AND BACKSPLASH BELOW4 1/2" x 2" ALUM STOREFRONT W/ SEALANT FULL PERIMETER BOTH SIDES1" INSULATED GLASSALUMINUM BREAKMETAL FLASHING SILL W/ HEMMED EDGE4 1/2"4 1/2"4 1/2"4 1/2"COUNTER TOP AND BACKSPLASH BELOWSTEEL COLUMN - PAINT TO MATCH STOREFRONT FRAMINGPAINTED CMU SILLAIR SPACEMIN R - 7.6 RIGID INSULATION - CONT.8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHORIZONTAL JOINT REINFORCING - NOT SHOWNGROUND FACE CMU1' - 4"FRAME AND DOOR - PER SCHEDULECONTINUOUS DAMP PROOFINGFESEALANT & BACKER ROD FULL PERIMETER BOTH SIDESSEMI-RECESSED FIRE EXTINGUISHER CABINET7"4 1/2"4 1/2"CONTINUOUS DAMP PROOFINGAIR SPACEMIN R - 7.6 RIGID INSULATION - CONT.4" GROUND FACE CMU8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHORIZONTAL JOINT REINFORCING - NOT SHOWN8" GROUND FACE CMU1' - 4"1' - 4"CHAIN LINK FENCE ENCLOSURE AND GATE2' - 8"SEALANT & BACKER FULL PERIMETER BOTH SIDESAIR SPACEMIN R - 7.6 RIGID INSULATION - CONT.8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHORIZONTAL JOINT REINFORCING - NOT SHOWNGROUND FACE CMUFRAME AND DOOR - PER SCHEDULE1' - 4"GROUT SOLIDCONTINUOUS DAMP PROOFING7 3/4"4 1/2"3 3/4"PAINTED8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS4" GROUND FACE CMUHOLLOW METAL DOOR FRAME WITH WOOD DOOR - SEE DOOR SCHEDULE. 3 ANCHORS PER JAMB1' - 4"LOCKERSAIR SPACEMIN R - 7.6 RIGID INSULATION - CONT.8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHORIZONTAL JOINT REINFORCING - NOT SHOWNGROUND FACE CMUFRAME AND DOOR - PER SCHEDULECONTINUOUS DAMP PROOFINGSEALANT & BACKER ROD FULL PERIMETER BOTH SIDES1' - 4"7"4 1/2"4 1/2"CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A501MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONPLAN DETAILS IMDPABSMDPABSMDP1 1/2" = 1'-0"A5011PLAN DETAIL @ CMU CORNER1 1/2" = 1'-0"A5012PLAN DETAIL @ STOREFRONT WINDOW CORNER1 1/2" = 1'-0"A5013PLAN DETAIL @ DOOR 1001 1/2" = 1'-0"A5014PLAN DETAIL @ OUTDOOR TOOL STORAGE1 1/2" = 1'-0"A5015PLAN DETAIL @ MECHANICAL AND ELECTRICAL1 1/2" = 1'-0"A5016PLAN DETAIL @ CLOSET WALLR-VAULE TYPICAL WALLINTERIOR AIRFILM R-0.688" CMU R-1.04RIGID INSULATION R-7.6AIRSPACE R-1.04" CMU R-0.71EXTERIOR AIRFILM R-0.17TOTAL R-VALUE = R-11.2U-VALUE = U-0.0891 1/2" = 1'-0"A5017PLAN DETAIL @ WINDOW B MIN R-7.6 RIGID INSULATION CONTINUOUS8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHWPF - 16 METAL WALL PANELS WITH KYNAR FINISH BY DMI OR EQUAL -COLOR : SLATE GREY2X PRESSURE TREATED BLOCKING AS REQUIRED TO SUPPORT ENDS OF THE METAL WALL PANELS7/8" HAT CHANNELS RUN VERTICALLY @16" OCJ CLOSURE AND FASTENERS PER WALL PANEL MANUFACTURER1/2" EXTERIOR SHEATHINGFOAM CLOSURE WITH BUTYL TAPE PER MANUFACTURERBREAKMETAL - FINISH TO MATCH CORRUGATED WALL PANELS -HEM EDGEAIR/WEATHER BARRIER TURN INTO STOREFRONT JAMB4 1/2" X 2" ALUM STOREFRONT W/ SEALANT FULL PERIMETER BOTH SIDESMETAL FLASHING CAP ON TOP OF BLOCK BELOWCONTINUOUS DAMP PROOFING AT FACE OF BLOCKSEALANT & BACKER ROD FULL PERIMETER BOTH SIDESCONTINUOUS DAMP PROOFINGMIN R-7.6 RIGID INSULATION CONTINUOUS8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHWPF - 16 METAL WALL PANELS WITH KYNAR FINISH BY DMI OR EQUAL -COLOR : SLATE GREY2X PRESSURE TREATED BLOCKING AS REQUIRED TO SUPPORT ENDS OF THE METAL WALL PANELS7/8" HAT CHANNELS RUN VERTICALLY @16" OCJ CLOSURE AND FASTENERS PER WALL PANEL MANUFACTURER1/2" EXTERIOR SHEATHINGFOAM CLOSURE WITH BUTYL TAPE PER MANUFACTURERCMU WING WALL BELOWBREAKMETAL CORNER FINISH TO MATCH CORRUGATED WALL PANELS - HEM EDGEAIR/WEATHER BARRIER TURN INTO STOREFRONT JAMB4 1/2" X 2" ALUM STOREFRONT W/ SEALANT FULL PERIMETER BOTH SIDESMETAL FLASHING CAP ON TOP OF BLOCK BELOWCONTINUOUS DAMP PROOFINGMIN R-7.6 RIGID INSULATION CONTINUOUS8" x 8" x 16" CMU - PAINTED ON INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTSHWPF - 16 METAL WALL PANELS WITH KYNAR FINISH BY DMI OR EQUAL -COLOR : SLATE GREY2X PRESSURE TREATED BLOCKING AS REQUIRED TO SUPPORT ENDS OF THE METAL WALL PANELSBREAKMETAL CORNER FINISH TO MATCH CORRUGATED WALL PANELS - HEM EDGE7/8" HAT CHANNELS RUN VERTICALLY @16" OCJ CLOSURE AND FASTENERS PER WALL PANEL MANUFACTURER1/2" EXTERIOR SHEATHINGCMU WING WALL WITH METAL CAP BELOWFOAM CLOSURE WITH BUTYL TAPE PER MANUFACTURERMETAL FLASHING CAP ON TOP OF BLOCK BELOWCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A502MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONPLAN DETAILS IIMDPABSMDPABSMDP1 1/2" = 1'-0"A5024PLAN DETAIL - STAFF BUILDING CLERESTORY - OPENING AND CMU JUNCTION'1 1/2" = 1'-0"A5025PLAN DETAIL - STAFF BUILDING CLERESTORY - METAL PANEL CORNER AND OPENING'1 1/2" = 1'-0"A5026PLAN DETAIL - STAFF BUILDING CLERESTORY - CMU AND METAL PANEL CORNER' 2' - 0"1/2" SOLID SURFACE COUNTER TOP ON 3/4" PLYWOODTOP MOUNTED ACCESSIBLE SINK -INSTALL PER CODE REQUIREMENTSWRAP PIPES CODE REQUIREMENTSFAUCET - SEE PLUMBING3/4" BIRCH PLYWOOD DOOR ACCESSIBILITY REQUIREMENTS AT SINK ARE MET WHEN CABINET DOORS ARE IN 90 DEGREE OPEN POSITION - NO TOE KICK4"FINISH FLOOR UNDER CABINETSTO TOP OF SINK2' - 10"TO TOP OF COUNTER2' - 9 3/4"3/4" BIRCH WOOD DOOR, BOTTOM, TOP AND SIDESNOM. 1 X 4 LEDGER STRIP SECURE TO BLOCK WALL USING MASONRY ANCHORS TYPICALSTRIP LIGHTING UNDERNEATH THE CABINETS. COORDINATE WITH ELECTRICAL1 1/2"1' - 7 3/4"3/4" ADJUSTABLE BIRCH PLYWOOD SHELFFINISHED BIRCH PLYWOOD END PANEL1' - 6 1/4"4"ADJUSTABLE SHELF 5 MM HOLES @ 11/2" O.C. AND PIN RESTS3/4" BIRCH PLYWOOD W/ FINISHED TOP1/2" BIRCH PLYWOOD BACK2 1/4" X 3/4" SOLID BIRCH1' - 1 1/2"RUBBER BASE3/4" SOLID BIRCH PLYWOOD END PANELNOM 1 X 4 SOLID BIRCH PLYWOODSATIN STAINLESS STEEL WIRE PULLS TYPICALMIN8"MIN2' - 3"1/2" SOLID SURFACE BACKSPLASH1' - 0"1 1/2"2' - 4 1/2"NOM. 1 X 4 LEDGER STRIP SECURE TO BLOCK WALL USING MASONRY ANCHORS TYPICAL1/2 " SOLID SURFACE COUNTER TOP ON 3/4" PLYWOODCONTINUOUS SOLID SURFACE BACKSPLASH4"4"7 3/4"4"6"6"6"4"FULL EXTENTION DRAWERS W/ 3/4" BIRCH PLYWOOD DRAWER FRONTS1/2" BIRCH PLYWOOD DRAWER SIDES1/4" BIRCH PLYWOOD DRAWER BOTTOMS1/2" SOLID SURFACE COUNTER TOP ON 3/4" PLYWOODRUBBER BASE2' - 0"1/2"SATIN STAINLESS STEEL WIRE PULLS TYPICALTO TOP OF COUNTER2' - 9 3/4"1/2" SOLID SURFACE BACKSPLASH10"1 1/2"FINISH FLOOR UNDER CABINETSNOM. 1 X 4 LEDGER STRIP SECURE TO BLOCK WALL USING MASONRY ANCHORS TYPICAL3/4" ADJUSTABLE BIRCH PLYWOOD SHELVES ADJUSTABLE SHELF 5 MM HOLES @ 11/2" O.C. AND PIN RESTS1' - 1 1/2"FULL EXTENTION DRAWERS W/ 3/4" BIRCH PLYWOOD DRAWER FRONTS1/2" SOLID SURFACE COUNTER TOP ON 3/4" PLYWOOD RUBBER BASE3/4" ADJUSTABLE BIRCH PLYWOOD SHELF6"1 1/2"2' - 6 1/2"STRIP LIGHTING UNDERNEATH THE CABINETS. COORDINATE WITH ELECTRICAL2 1/4" X 3/4" SOLID BIRCH3/4" BIRCH PLYWOOD DOOR, BOTTOM, TOP AND SIDESNOM. 1 X 4 LEDGER STRIP SECURE TO BLOCK WALL USING MASONRY ANCHORS TYPICAL3/4" BIRCH PLYWOOD W/ FINISHED TOP1/2" BIRCH PLYWOOD BACKFINISH FLOOR UNDER CABINETSSATIN STAINLESS STEEL WIRE PULLS TYPICAL3/4" ADJUSTABLE BIRCH PLYWOOD SHELF1/2" SOLID SURFACE BACKSPLASHTO TOP OF COUNTER2' - 9 3/4"1 1/2"2' - 0"4"1' - 6 1/2"4"ADJUSTABLE SHELF 5 MM HOLES @ 11/2" O.C. AND PIN RESTSNOM. 1 X 4 LEDGER STRIP SECURE TO BLOCK WALL USING MASONRY ANCHORS TYPICALTYPICAL MILLWORK NOTES1. ALL CABINET AND DRAWER SURFACES - INTERIOR AND EXTERIOR TO BE BIRCH PLYWOOD. ALL EXPOSED EDGES TO BE 3/4" X 3/4" SOLID BIRCH T + G SOLID WOOD.CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A511MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONMILLWORK DETAILSMDPABSMDPABSMDP1 1/2" = 1'-0"A5111SECTION THROUGH SINK CABINET1 1/2" = 1'-0"A5112SECTION THROUGH COUNTER TOP1 1/2" = 1'-0"A5113SECTION THROUGH DRAWERS1 1/2" = 1'-0"A5114SECTION THROUGH TALL UPPER CABINETS AND BASE CABINETS 4 1/2"THRU WALL FLASHING W/ OPEN HEAD WEEPS @ 16" O.C. - RUN FLASHING UP INTO STOREFRONT FRAMEALUMINUM STOREFRONT W/ 1" INSULATED GLASS - FINISH TO BE SMOKE GRAYSTOREFRONT ANCHORS TO BE DRILLED NOT SHOTCONTINUOUS SUB-SILL FLASHING WITH END DAMSCONTINUOUS DAMP PROOFING AT FACE OF BLOCK - WRAP UP TO WINDOW FRAMEBREAK METAL FLASHING BELOW - MATCHCOLOR OF WALL PANELS - EXTEND OVERCLIP ANCHORED TO TOP OF CMU12" CMU - PAINTED TOP AND FACE4 1/2"1' - 4"BACKER ROD AND SEALANT BOTH SIDES - TYPICALMIN R-7.6 RIGID INSULATION CONTINUOUSSTEEL COLUMN BEYOND - SEE STRUCTURALTHRU WALL FLASHING W/ OPEN HEAD WEEPS @ 16" O.C. - RUN FLASHING UP INTO STOREFRONT FRAMESTOREFRONT ANCHORS TO BE DRILLED NOT SHOTCONTINUOUS SUB-SILL FLASHING WITH END DAMSCONTINUOUS DAMP PROOFING AT FACE OF BLOCK - WRAP UP TO WINDOW FRAMEALUMINUM SILL FLASHING TO MATCH METAL PANEL12" CMU - PAINTED TOP AND FACEALUMINUM STOREFRONT W/ 1" INSULATED GLASS - FINISH TO BE CHARCOAL GRAY4 1/2"8" CMU - PAINTED INTERIOR SIDE1' - 4"7' - 4"4 1/2"BACKER ROD AND SEALANT BOTH SIDES - TYPICALMIN R-7.6 RIGID INSULATION CONTINUOUS8" CMU - PAINTED INTERIOR SIDEMIN R-7.6 RIGID INSULATION CONTINUOUSTHRU WALL FLASHING W/ OPEN HEAD WEEPS @ 16" O.C. - RUN FLASHING UP INTO STOREFRONT FRAMEALUMINUM SILL FLASHING TO MATCH METAL PANELCONTINUOUS DAMP PROOFING AT FACE OF BLOCK - WRAP UPTO WINDOW FRAMEBREAK METAL FLASHING AND DRIP MATCH COLOR OF WALL PANELS EXTEND UP BEHIND METAL WALL PANELS7' - 4"HWPF - 16 METAL WALL PANELS WITH KYNAR FINISH BY DMI OR EQUAL COLOR : SLATE GREY7/8" HAT CHANNELS RUN VERTICALLY @16" OCSTEEL CHANNEL PAINTEDJOIST EXTENSIONSSEALANT & BACKER ROD - FULL PERIMETER BOTH SIDESDECK FLUTE CLOSURE AT EACH FLUTE ABOVE TOP OF WALLSTEEL COLUMN - SEE STRUCTURALFILL SPACE BETWEEN CHANNELS WITH SPRAY FOAM INSULATIONCONTINUOUS TREATED WOOD BLOCKING WRAPPED IN BREAKMETAL, BOTH SIDESHWPF - 16 METAL WALL PANELS WITH KYNAR FINISH BY DMI OR EQUAL COLOR : SLATE GREYBACKER ROD AND SEALANT TO MATCH METAL PANEL8" CMU - PAINTED INTERIOR SIDESTEEL CHANNEL PAINTEDDECK FLUTE CLOSURE AT EACH FLUTE ABOVE TOP OF WALLMIN R-7.6 RIGID INSULATION CONTINUOUSCONTINUOUS TREATED WOOD BLOCKING WRAPPED IN BREAKMETAL, BOTH SIDESFILL SPACE BETWEEN CHANNELS WITH SPRAY FOAM INSULATION7/8" HAT CHANNELS RUN VERICALLY @ 16" O.C.CONTINUOUS DAMP PROOFING AT FACE OF BLOCK4" CMU - PAINTCAULK FULL PERIMETER BOTH SIDESHOLLOW METAL DOOR FRAME FILL SOLID WITH GROUT - SEE SCHEDULEWOOD DOOR - SEE SCHEDULECMU LINTEL - SEE STRUCTURAL4" CMU - PAINTSEALANT & BACKER ROD -FULL PERIMETER BOTH SIDESHOLLOW METAL FRAME FILL SOLID WITH GROUT - SEE SCHEDULEWOOD DOOR - SEE SCHEDULECMU LINTEL - SEE STRUCTURALCAULK FULL PERIMETER BOTH SIDES8" CMU - PAINTHOLLOW METAL FRAME FILL SOLID WITH GROUT - SEE SCHEDULEWOOD DOOR - SEE SCHEDULECAULK FULL PERIMETER BOTH SIDESMASONRY ANCHORS - 3 PER JAMB4" CMU - PAINTCAULK FULL PERIMETER BOTH SIDESHOLLOW METAL DOOR FRAME FILL SOLID WITH GROUT - SEE SCHEDULEWOOD DOOR - SEE SCHEDULEMASONRY ANCHORS - 3 PER JAMBSEALANT & BACKER ROD - FULL PERIMETER BOTH SIDESALUMINUM STOREFRONT DOOR FRAME - SEE SCHEDULEFLUSH ALUMINUM DOOR -SEE SCHEDULE1/2" EXTERIOR SHEATHINGMIN R-7.6 RIGID INSULATION CONTINUOUS7/8" HAT CHANNELS - RUN VERTICALLY @16 O.C.BREAK METAL FLASHING & DRIP MATCH COLOR OF WALL PANELS EXTEND UP BEHIND METAL WALL PANELS - ALIGN WITH FLASHING AT TOP OF BLOCK BEYONDHWPF - 16 METAL WALL PANELS WITH KYNAR FINISH BY DMI OR EQUAL COLOR : SLATE GREY8" CMU - PAINT - SEE STRUCTURAL FOR LINTEL4 1/2"CONTINUOUS DAMP PROOFING AT FACE OF BLOCKUSE BUTYL FLASHING TAPE TO WRAP DAMP PROOFING TO DOOR FRAMECMU AT JAMB BEYONDTREATED WOOD BLOCKINGSEALANT & BACKER ROD - FULL PERIMETER BOTH SIDESCMU JAMB BEYONDMETAL PANEL BEYONDCONTINUOUS METAL DECK FLUTE CLOSURE - PAINT TO MATCH DECKDECK FLUTE CLOSURE AT EACH FLUTE ABOVE TOP OF WALLCONTINUOUS TREATED WOOD BLOCKING WRAPPED IN BREAKMETAL, BOTH SIDESALUMINUM STOREFRONT W/ 1" INSULATED GLASSSTEEL CHANNEL - PAINTJOIST EXTENSIONS - PAINTFILL SPACE BETWEEN CHANNELS WITH SPRAY FOAM INSULATIONCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A521MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONHEAD JAMB AND SILL DETAILSMDPABSMDPABSMDP1 1/2" = 1'-0"A5211SILL - WINDOW A & B1 1/2" = 1'-0"A5212SILL - WINDOW C & D1 1/2" = 1'-0"A5213SILL - CMU TO METAL PANEL1 1/2" = 1'-0"A5214HEAD - WINDOWS A,B,C & D1 1/2" = 1'-0"A5216DETAIL@ TOP OF METAL PANEL1 1/2" = 1'-0"A5215HEAD - INTERIOR DOOR 4" CMU1 1/2" = 1'-0"A5217HEAD - INTERIOR DOOR 8" CMU1 1/2" = 1'-0"A5218JAMB - INTERIOR DOOR 8" CMU1 1/2" = 1'-0"A5219JAMB - INTERIOR DOOR 4" CMU1 1/2" = 1'-0"A52110JAMB - EXTERIOR DOOR 8" CMU1 1/2" = 1'-0"A52111HEAD - METAL PANEL AND ROOF CONTINUOUS STEEL TUBE AT ROOF EDGE - SEE STRUCTURALBENT STEEL PLATE AT ROOF EDGE -SEE STRUCTURAL2X TREATED WOOD BLOCKINGFULLY ADHERED SINGLE PLY MEMBRANE ROOF ON 1/2" ROOF PROTECTION BOARDMINIMUM R-25 CONTINUOUS RIGID INSULATIONWRAP SINGLE PLY ROOFING OVER ROOF EDGE AND FASTEN TO SIDE OF BLOCKING -WRAP TO BOTTOM OF BENT STEEL PLATEMETAL ROOF DECK - SEE STRUCTURALCONTINUOUS BREAKMETAL FASCIA WITH DRIP EDGE, HEM EDGE AND ATTACH WITH CONTINUOUS CONCEALED CLEATBREAKMETAL EDGE PIECE - FULLY ADHERE AT ROOF EDGE WITH CONTINUOUS SEALANTWRAP BREAKMETAL EDGE PIECE DOWN FASCIA, HEM EDGE AND ATTACH WITH CONTINUOUS CONCEALED CLEAT7"NOTE: ALL EXPOSED STEEL TO BE PAINTED PER SPEC 099600SINGLE PLY LVOC CAULK MEMBRANE PRIMERCOVER TAPESINGLE PLY SEALING MASTICONTO METAL3" MIN TAPE LAPFULLY ADHERED SINGLE PLY MEMBRANE ROOF ON 1/2" ROOF PROTECTION BOARDMINIMUM R-25 CONTINUOUS RIGID INSULATIONMETAL ROOF DECK - SEE STRUCTURALNOTE: ALL EXPOSED STEEL TO BE PAINTED PER SPEC 0996002X TREATED WOOD BLOCKINGPAINT UNDERSIDE OF JOIST EXTENSIONS AND METAL DECKINGCONTINUOUS STEEL TUBE AT ROOF EDGE - SEE STRUCTURALBENT STEEL PLATE AT ROOF EDGE -SEE STRUCTURALWRAP SINGLE PLY ROOFING OVER ROOF EDGE AND FASTEN TO SIDE OF BLOCKING - WRAP TO BOTTOM OF BENT STEEL PLATECONTINUOUS BREAKMETAL FASCIA WITH DRIP EDGE, HEM EDGE AND ATTACH WITH CONTINUOUS CONCEALED CLEATBREAKMETAL EDGE PIECE - FULLY ADHERE AT ROOF EDGE WITH CONTINUOUS SEALANTWRAP BREAKMETAL EDGE PIECE DOWN FASCIA, HEM EDGE AND ATTACH WITH CONTINUOUS CONCEALED CLEAT7"SINGLE PLY LVOC CAULK BACKER FASTENING STRIP2X TREATED WOOD BLOCKINGPAINT UNDERSIDE OF JOIST EXTENSIONS AND METAL DECKINGCONTINUOUS STEEL TUBE AT ROOF EDGE - SEE STRUCTURALBENT STEEL PLATE AT ROOF EDGE -SEE STRUCTURALFULLY ADHERED SINGLE PLY MEMBRANE ROOF ON 1/2" ROOF PROTECTION BOARDMINIMUM R-25 CONTINUOUS RIGID INSULATION WITH TAPERED INSULATION ON TOP METAL ROOF DECK - SEE STRUCTURALWRAP SINGLE PLY ROOFING OVER ROOF EDGE AND FASTEN TO SIDE OF BLOCKING - WRAP TO BOTTOM OF BENT STEEL PLATECONTINUOUS BREAKMETAL FASCIA WITH DRIP EDGE, HEM EDGE AND ATTACH WITH CONTINUOUS CONCEALED CLEATBREAKMETAL EDGE PIECE - FULLY ADHERE AT ROOF EDGE WITH CONTINUOUS SEALANTWRAP BREAKMETAL EDGE PIECE DOWN FASCIA, HEM EDGE AND ATTACH WITH CONTINUOUS CONCEALED CLEATNOTE: ALL EXPOSED STEEL TO BE PAINTED PER SPEC 0996007"SINGLE PLY LVOC CAULK MEMBRANE PRIMERCOVER TAPESINGLE PLY SEALING MASTICONTO METAL3" MIN TAPE LAPCDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A525MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONROOF DETAILSMDPABSMDPABSMDP3" = 1'-0"A5251ROOF DETAIL @ LOW END3" = 1'-0"A5252ROOF DETAIL @ SIDE3" = 1'-0"A5253ROOF DETAIL @ HIGH END ABDOOR PANEL ELEVATIONS1DOOR FRAME ELEVATIONSSCHEDULESEESEE SCHEDULESCHEDULESEESEE SCHEDULEWOOD DOORWOOD DOORSCHEDULESEESEE SCHEDULEHOLLOW METAL FRAME - PAINT TO MATCH STOREFRONT4"2"2"1' - 8"2"3' - 0"2"3' - 8"2"3' - 5 1/2"4 1/2"ALUMINIUM STOREFRONT WITH 1" INSULATED GLASS - COLOR TO MATCH KAWNEER SMOKE GRAYADOOR 1014A5211A5217' - 6"2A5013A5014A502FLUSH ALUMINIUM DOOR - SMOKE GRAY9' - 4"11' - 0 1/2"4 1/2"3' - 8 1/2"2"3' - 11"2"1' - 8"2"3' - 10"ALUMINIUM STOREFRONT WITH 1" INSULATED GLASS - COLOR TO MATCH KAWNEER SMOKE GRAYB4A5211A5213' - 6"7A5014A5028' - 3 1/2"3' - 4"6' - 0"2"3' - 1"2"3' - 1"2"1' - 8"ALUMINIUM STOREFRONT WITH 1" INSULATED GLASS - COLOR TO MATCH KAWNEER SMOKE GRAYC4A5212A5217' - 4"4A5024A5026' - 8"2' - 0"2"2"ALUMINIUM STOREFRONT WITH 1" INSULATED GLASS - COLOR TO MATCH KAWNEER SMOKE GRAYD4' - 4"2"1' - 8"2"7' - 4"4A5212A5215A5024A5024' - 8"2' - 0"E7' - 2"2"DOOR 103ALUMINIUM STOREFRONT FRAME - SMOKE GRAYFLUSH ALUMINIUM DOOR - SMOKE GRAY2" 3' - 0" 2"7' - 4"10A5215A5017' - 4"3' - 4"CDM Smith Inc.5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500NC F-1255HA Project No. 1902133920-237812DESIGNED BY:DRAWN BY :CROSS CHK'D BY :APPROVED BY :DATE :SHEET CHK'D BY :SHEET NO.REV.NO.DATEDRWNCHKDPROJECT NO.:FILE NAME:REMARKSP 919.417.3788WWW.HUFFMANARCH.COM632 Pershing RoadRaleigh, North Carolina 27608NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNEW HANOVER COUNTY, NORTH CAROLINAABCDEFGH1234 CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.A601MARCH 2021PERMIT SET -NOT FOR CONSTRUCTIONDOOR AND WINDOW SCHEDULEMDPABSMDPABSMDPDOOR SCHEDULENUMBERDOOR FRAME DETAILHW RATING COMMENTSHEIGHT WIDTH MATERIAL FINISH ELEVATION MATERIAL FINISH ELEVATION HEAD JAMB SILL100 7' - 4" 3' - 0" AL PAINT WINDOW A AL PAINT WINDOW A 4/A521 3/A501 1/A521 1101 7' - 0" 3' - 0" WD CLEAR A HM PAINT 1 5/A521 8/A521 2102 7' - 0" 4' - 0" WD CLEAR B HM PAINT 1 5/A521 6/A501 3103 7' - 2" 3' - 0" AL PAINT WINDOW E AL PAINT WINDOW E 10/A521 5/A501 490 DEGREE CORNER MECHANICAL LEGENDPIPING SYMBOLS8"ØNOTES:DIFFUSER TYPE#21X1212"Ø#CFMMISCELLANEOUS SYMBOLS AND ABBREVIATIONSDUCTWORK SYMBOLSFLEXIBLE DUCTDIFFUSER DESIGNATIONGRILLE, REGISTER OR RECTANGULAR DUCTROUND DUCTSPECIFIC OR NEW WORK NOTESREVISION NOTESTHERMOSTAT OR TEMPERATURE INDICATORSUPPLY GRILLE OR DIFFUSERRETURN GRILLE OR REGISTEREXHAUST GRILLE OR REGISTERDUCT DROPAND ARE SHEET METAL SIZES UNLESS OTHERWISE SHOWN.DUCT RISEALL DUCT DIMENSIONS SHOWN ARE IN INCHES200S1XFERTYPVAVVPSAFTSTATTHRUTSPREFRTUSARMRFVARIABLE AIR VOLUMEVELOCITY PRESSURETRANSFERTYPICALTOTAL STATIC PRESSURESUPPLY AIR FANTHERMOSTATTHROUGHREFRIGERANTSUPPLY AIRRELIEF AIRROOF TOP UNITROOMFLARARAFOPPCOCMCGCGRDOAMTDESP(EX)EWTEAECDBDNFULL LOAD AMPSPLUMBING CONTRACTORMECHANICAL CONTRACTORGENERAL CONTRACTOROPERATEDRETURN AIRON CENTERRETURN AIR FANGROUNDOUTSIDE AIRMOUNTEDELECTRICAL CONTRACTOREXTERNAL STATIC PRESSUREEXISTINGENTERING WATER TEMPERATUREEXHAUST AIRDRY BULBDOWNCRAAVBFFLAFFBELOW FINISHED FLOORABOVE FINISH FLOORAUTOMATIC AIR VENTCONDENSATE RETURNCENTER LINESIDEWALL DIFFUSER, GRILLE OR REGISTERLWTLEAVING WATER TEMPERATUREQTYQUANTITYLATLEAVING AIR TEMPERATUREdTDELTA TGAGAUGECFMCUBIC FEET PER MINUTEHPHORSEPOWERWBWET BULBFPMFEET PER MINUTEGPMGALLONS PER MINUTEN/ANOT APPLICABLERPMREVOLUTIONS PER MINUTEGENERAL NOTES:1.THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND LOCATION OF EQUIPMENT, DUCTWORK, PIPING, ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MECHANICAL INSTALLATION WITH THESTRUCTURE AND OTHER TRADES AND SHALL PROVIDE ADDITIONAL OFFSETS AND FITTINGS AS NECESSARY.2.PRIOR TO BIDDING, THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE JOB SITE AND SHALLFAMILIARIZE THEMSELVES WITH ALL CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND SHALLINCLUDE IN THE BID ALL WORK REQUIRED FOR A COMPLETE JOB. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS A MINIMUM OFFIVE DAYS PRIOR TO BID.3.THE HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS SHALL COMPLY WITH THE 2018 NORTH CAROLINAMECHANICAL CODE AND NFPA 90A.4.DUCT DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.5.THE CONTRACTOR SHALL CHECK AND VERIFY ALL CLEARANCES PRIOR TO FABRICATION OR INSTALLATION OFEQUIPMENT, DUCTWORK, AND PIPING SYSTEMS. WHERE CONDITIONS REQUIRE A CHANGE IN DUCT OR PIPEROUTING, NOTIFY THE ENGINEER FOR AN ACCEPTABLE ALTERNATIVE METHOD. AVOID ROUTING DUCTWORKDIRECTLY OVER LIGHT FIXTURES, DIFFUSERS, AND OTHER CEILING MTD. DEVICES. LOCATE ALL MECHANICALEQUIPMENT SO THAT FILTERS AND COMPONENTS REQUIRING ACCESS (SERVICE AND MAINTENANCE) ARE FULLYACCESSIBLE.6.PROVIDE CURVED RADIUS ELBOW AT FIRST SUPPLY & RETURN FITTING FOR ALL HVAC UNITS. PROVIDE TURNINGVANES IN ALL 90 DEGREE ELBOWS IN ALL RECTANGULAR SUPPLY/RETURN/EXHAUST DUCT SYSTEMS. ANYOFFSETS REQUIRED IN DUCT SYSTEMS SHALL BE INSTALLED PER SMACNA STANDARDS. SHARP ANGLEDTRANSITIONS OR OFFSETS WILL NOT BE ALLOWED. PROVIDE DUCT ACCESS DOORS AT LOCATIONS SPECIFIED.7.INSTALL ALL DUCT MOUNTED DEVICES (DAMPERS, ACCESS DOORS, ETC.) AND PIPING SPECIALTIES IN EASILYACCESSIBLE LOCATIONS. ADVISE THE ENGINEER IN ADVANCE OF INSTALLATION IF ACCESS WILL BE HINDEREDSO AN ALTERNATE LOCATION CAN BE SELECTED.8.ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SINSTALLATION INSTRUCTIONS WITH PRESCRIBED CLEARANCES FOR SERVICE AND MAINTENANCE. THECONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF RECOMMENDED CLEARANCES ARE NOT POSSIBLEBEFORE INSTALLING EQUIPMENT.9.ALL ROTATING MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH VIBRATION ISOLATION. PROVIDE FLEXIBLENEOPRENE DUCT CONNECTORS BETWEEN DUCTWORK AND ISOLATED MECHANICAL EQUIPMENT.10.THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF FIRE RATED WALLS/FLOORS/CEILINGS BYDUCTWORK PIPING, ETC., WITH U.L. LISTED FIRE STOPPING MATERIAL TO MAINTAIN FIRE RATING OF THEBARRIER.11.BALANCE ALL AIR DISTRIBUTION DEVICES, EXHAUST FANS, AND OUTSIDE AIR QUANTITIES AS SCHEDULED ORSHOWN ON THE DRAWINGS. PROVIDE MARKERS AT ALL DAMPER LOCATIONS SHOWING FULL OPEN/CLOSEDPOSITIONS AND DAMPER SETTING FOR REQUIRED AIRFLOW. PROVIDE FINAL TEST AND BALANCE REPORTALONG W/ SCHEMATIC DRAWINGS SHOWING DIFFUSER LOCATION W/ DESIGN AND ACTUAL CFM. THE DIFFUSERTAGS ON THE DRAWINGS SHALL CORRESPOND TO THE DIFFUSER TAGS ON THE REPORT. THIS REPORT SHALLBE SUBMITTED BEFORE THE FINAL INSPECTION IS PERFORMED. SEE SPECIFICATION SECTIONS FOR FURTHERINFORMATION. DO NOT BALANCE FOR DIVERSITY.12.IN THE AREA OF WORK, ANY “OPEN” DUCTWORK INCLUDING INLET AND OUTLET REGISTERS AND DIFFUSERSSHALL BE COVERED WITH FILTRATING MATERIAL OR VISQUINE TO PROTECT INSIDE OF THE SYSTEM AGAINSTDUST AND DEBRIS.TRHCREHEAT COILMVDMANUAL VOLUME CONTROL DAMPERCTRLCONTROLLPSLOW PRESSURE STEAMHPSHIGH PRESSURE STEAMCOPCLEAN OUT PLUGCHWSCHILLED WATER SUPPLYCHWRCHILLED WATER RETURNHWRHOT WATER RETURNHWSHOT WATER SUPPLYVFDVARIABLE FREQUENCY DRIVE21X12FLAT OVAL DUCTMPSMEDIUM PRESSURE STEAMOUTSIDE AIR SUMMARY:(THERMOSTATS SHALL BE MOUNTED A MAXIMUM OF 48" AFF.) MECHANICAL SYSTEMS ENERGY CODE COMPLIANCEPAUL J. ROMITI, PEUFADUNDER FLOOR AIR DISTRIBUTIONUCDUNDERCUT DOORMBMIXING BOXEBEXHAUST BOXPHCPREHEAT COIL(ETR)EXISTING TO REMAINMECHANICAL LOADCALCULATIONS(RX)REMOVE EXISTINGRREFRIGERANTPIPE TEES DOWN; UPPIPE CAPBALL VALVECHECK VALVEPIPE ELBOW TURNS DOWN; UPCCONDENSATEMANUAL VOLUME DAMPER (MVD)NC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONMECHANICAL ABBREVIATIONS, LEGEND ANDGENERAL NOTESM001.DWGM001PJRKHWKHW S2100S250S1100S1100S1100S1100RR R1375R265TCSTAFF OFFICE100RESTROOM101MECHANICAL/ELECTRICAL103CLOSET10232M20041256MINIMUM 6"7*BASIS OF DESIGN: PROVIDE COOK, TWIN CITY, OR GREENHECK.NOTES:1.PROVIDE WITH DISCONNECTING MEANS.2.PROVIDE UL 705 LISTED FAN.3.CONTROL BY PROGRAMMABLE TIMECLOCK.4.PROVIDE WITH BACKDRAFT DAMPER.MAX AIRFLOW*MANUFACTURER/MODELEXHAUST FAN SCHEDULEEF-1SERVICETAGSPTYPEMOTORRPMDRIVENOTESPOWER120V/1P/60Hz35GREENHECKMECHANICAL/ELECTRICAL0.2"CEILING18 WDIRECTSP-A50700ALLTAG*MANUFACTURER/MODELFACE SIZEMOUNTMATERIALFINISHDAMPERTYPENCNOTESS1PRICESDGE10X4DUCTALUMINUMREFER TO NOTE 3OBDLOUVERED< 201,2,3S2PRICE6208X4DUCTALUMINUMREFER TO NOTE 3OBDLOUVERED< 201,2,3R1PRICE610Z24X4SIDEWALLALUMINUMREFER TO NOTE 4OBDLOUVERED< 301,2,4R2PRICE808X4DUCTALUMINUMREFER TO NOTE 3OBDEGG CRATE< 301,3L1PRICEESD-2028X6SIDEWALLALUMINUMREFER TO NOTE 5NONELOUVER< 201,5L2PRICEESD-2026X6SIDEWALLALUMINUMREFER TO NOTE 5NONELOUVER< 201,5AIR DISTRIBUTION SCHEDULE*BASIS OF DESIGN: PRICE, TITUS, OR METALAIRE.1.SEE RUNOUTS ON PLANS FOR NECK SIZING.2.PAINT INTERIOR OF DUCTWORK BLACK WHERE VISIBLE FROM SPACE THROUGH THIS GRILLE.3.PAINT TO MATCH DUCT.4.PAINT TO MATCH WALL PAINT.5.FINISH SHALL MATCH EXTERIOR METAL WALL PANELS.TAG INDOOR/OUTDOOR*MANUFACTURER/MODELINDOOR/OUTDOORPERFORMANCEINDOOR UNITOUTDOOR UNITNOTESCOOLING @ 93°F AMBIENTHEATING @ 17°FAMBIENTFANAUX ELECTRIC HEATING COILELECTRICAL SINGLEPOINT CONNECTIONCOMPRESSORPOWER SUPPLYVOLT/PHASECAPACITYENTERINGAIRMIN.SEERCAPACITYENTERINGAIRSUPPLYOUTSIDEESPMOTORSIZEEATLATTOTALCAPACITYKWSTAGESMCAMOCPPOWERRLALRAMCAMOCPTOTALSENSIBLEDBWBDBAHU-1 / HP-1TRANE GAM5/4TWL18,766 BTUH13,175 BTUH80°F67°F1611,000 BTUH60°F550 CFM110 CFM0.5"13 HP80°F107°F16,387 BTUH4.812930240/1P10.1561320240/1PALLSPLIT SYSTEM HEAT PUMP SCHEDULE*BASIS OF DESIGN: PROVIDE TRANE, CARRIER OR YORK.NOTES:1.PROVIDE DISCONNECTING MEANS FOR ALL EQUIPMENT.2.PROVIDE WITH 24 HR PROGRAMMABLE THERMOSTAT.3.ALL EVAPORATOR AND CONDENSER COILS SHALL BE PLATE FIN.4.PROVIDE OUTDOOR THERMOSTAT TO LOCKOUT ELECTRICAL HEAT STRIPS WHEN THE HEAT PUMP IS CAPABLE OF SATISFYING THE LOAD.5.PROVIDE WITH LOW AMBIENT CONTROLS. PROVIDE WITH HEAD PRESSURE CONTROLLER.6.PROVIDE WITH FACTORY COIL GUARDS ON CONDENSER.7.COILS SHALL BE COPPER TUBE ALUMINUM FIN. NO SPLINE COILS.8.PROVIDE WITH ANTI-SHORT CYCLE TIMER AND LOW AMBIENT KIT ACCESSORIES.9.PROVIDE WITH MERV 13 FILTERS.10.PROVIDE ADSIL MICROGUARD HVAC/R COIL PROTECTIVE TREATMENT FOR HP-1 COIL.EF-2120V/1P/60Hz75GREENHECKRESTROOM0.3"CEILING17 WDIRECTSP-A110950ALLNOTES KEYED TO 1/M200:1EXHAUST DUCTWORK PENETRATION TO ROOF - PROVIDE WITH ROOFCAP. TERMINATE EXHAUST DUCTWORK 3' ABOVE THE TOP OF THE INTAKELOUVER.ELECTRICAL EQUIPMENT SHOWN FOR REFERENCE ONLY - REFER TOELECTRICAL PLANS FOR FURTHER INFORMATION.DOMESTIC WATER ENTRY SHOWN FOR REFERENCE ONLY - REFER TOPLUMBING PLANS FOR FURTHER INFORMATION.EXPOSED DOUBLE-WALLED DUCTWORK IS TO BE SPIRAL ROUND ANDFACTORY PRIMED FOR PAINTING.REFRIGERANT LINE SETS SHALL BE IN RUBATEX OR EQUAL INSULATION.PIPING EXPOSED TO OUTDOORS SHALL HAVE WHITE PVC, UV RESISTANTJACKETING.CONDENSATE DRAIN SHALL BE ROUTED TO EXTERIOR - TERMINATE TOSPLASH BLOCK.REFER TO 2/M200 FOR SUPPLY GRILLE LOCATION.GENERAL NOTES:1.REFER TO SHEET M001 FOR MECHANICAL LEGEND AND ADDITIONALGENERAL NOTES.2345671234S2100NOTES KEYED TO 2/M200:1DOMESTIC WATER ENTRY INTO BUILDING - REFER TO PLUMBING PLANSFOR FURTHER INFORMATION.PROVIDE RAISED SUPPORT FOR AIR HANDLING UNIT.HOSE BIB - REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.20X20 FILTER BOX AND FRAME FOR 2" MERV 13 FILTER.234NC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONMECHANICAL PLAN AND SCHEDULESM200.DWGM2001012PJRKHWKHW 3/8" = 1'-0"M2001MECHANICAL FIRST FLOOR - STAFF BUILDING PLAN 1/4" = 1'-0"M2002MECHANICAL FIRST FLOOR - SECTION 11012 2" 12"RELIEF VENTBIRDSCREENROOFDUCT & DAMPER-FULLSIZE OF CURB OPENINGPREFAB CURB,FURNISHED BYVENT MFR.COUNTER BALANCEDBACKDRAFT DAMPERSEE PLANS FOR DUCT SIZESAND ARRANGEMENTSROOF EXHAUST HOOD DETAILScale: NONE3M500KEYED NOTES:8975641321312322243195216551NOTES:DIVISION 23 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DIRECTION OF ROTATION FOR ALL THREE PHASE EQUIPMENT.8888ELECTRICAL CONNECTIONS TO MECHANICAL EQUIPMENT DETAILScale: NONE1M500EXHAUST FANRDEXHAUSTDUCTSPUN ALUMINUMEXHAUST CAPEXHAUST FAN DETAILScale: NONE2M5008"4"COMPACTED EARTHCOMPACTED CRUSHER RUN STONE, 6" DEEP4 BARS @12" O.C. EACH WAYGRADE3"CONDENSING UNIT6" MIN. ALLAROUND1" CHAMFER(TYP.)CONDENSING UNIT CONCRETE PAD DETAILScale: NONE4M500PREFINISHEDINTAKE LOUVERCOLOR TOMATCH BLDG.AIRFLOWCAULKPERIMETERFLASH AS RECOMMENDEDBY EXTERIOR FINISHSYSTEM MFG.SHEET METAL ANGLE COLLARALL AROUNDLOUVER PLENUMINSECT SCREENREFRIGERANT PIPING DETAILScale: NONE6M500EXPANSION VALVESOLENOID VALVECOOLING COILSIGHT GLASSBALL VALVE (TYPICAL)IN-LINE FILTER DRYERCONDENSING UNITSSLINTAKE LOUVER INSTALLATION DETAILScale: NONE5M500CORRUGATED ALUMINUM PANELCMU WALLCMU WALLNC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONMECHANICAL DETAILS IM500.DWGM500PJRKHWKHW THERMOSTAT MOUNTING DETAILScale: NONE4M5011/2" PLASTER RING MOUNTED HORIZONTALSTANDARD TELEPHONE STAINLESS STEEL COVER PLATE WITHGROMMETED 3/4'Ø HOLESENSOR OR T-STAT (PIG TAIL TO BEINSIDE BOX)SENSOR OR T-STAT COVER4" SQUARE ROUGH-IN WALL AT 5'-2"AFF TO CENTER.(1) BELDON #8761 CABLE3/4" CONDUITLOW PRESSURE DUCTWORKScale: NONE1M501SPIN IN FITTINGPREFABRICATEDC 12" OR MOREBRANCH TAKE-OFFSDQROUND DUCT TAKE-OFF(RETURN AIR)DQFROM RECTANGULAR MAINFROM TRUNK DUCTVERTICAL DROP TO AIR DEVICEROUND DUCT TAKE-OFF(SUPPLY & RETURN AIR)FROM RECTANGULAR MAINCEILINGAIR DEVICEQUADRANTW/ DAMPER &C CFMA CFMC LESS THEN 12"C CFMA CFMC CFMB CFMXC CFMB CFMDY=XxA CFMxY=XA CFMYDDQWHERE POSSIBLEOFFSETS90° RADIUS ELBOWSDDDDDPREFERRED OFFSETFULL RADIUSDDDDX OR Y LESS THAN 12"R2=W1+W2R1=(W1+W2)/290° TEESX OR W LESS THAN 12"R2=X+YR1=(X+Y)/2XR2W1R1YR1W2R2X20^MAX.YXYDQDQDQDQDQR1=(X+Y)/2R2=X+YR2R1YXR=DR2=2DD LESS THAN 12" FOR D12" OR MORE USEVANED ELBOWR2RDUSE WHEN COIL ORDIFFUSER IS 36" OR LESSFROM BRANCH TAKE-OFFROUND DUCT TAKE-OFF FROMRECTANGULAR MAIN (SUPPLYAIR)NOTES:INSTALL A WATERTIGHT GALVANIZED STEEL EMERGENCY DRAIN PAN UNDER THE UNIT. THE PAN SHALL BE 3" DEEP AND3" WIDER THAN THE UNIT ALL AROUND. INSTALL A FLOAT SWITCH IN THE PAN AND WIRE INTO THE CONTROL CIRCUIT.SUPPLY DUCTFLEXIBLE CONNECTIONROUTE REFRIGERANTLINES TO HP UNITPRIMARY CONDENSATE DRAIN WITHTRAP AND VENT. SECONDARY DRAINSHALL BE PLUGGEDANGLE IRON SUPPORT FRAME,FIELD FABRICATED AND PAINTED.1/2" NEOPRENE PADUNDER EACH LEGFLOORRETURN DUCTMANUAL DAMPEROUTSIDE AIR DUCTVERTICAL AHU INSTALLATIONDETAILScale: NONE2M501NOTES: 1. ``A'' = SYSTEM STATIC IN INCHES, AT DRAIN POINT. 2. ``B'' = 1/2 SYSTEM STATIC IN INCHES, AT DRAIN POINT. 3. SIZE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. CONDENSATE PIPING TO BE TYPE "L" WITH 1" ELASTOMERIC INSULATION.CONDENSATE DRAIN DETAILScale: NONE3M501COIL DRAIN PANUNIONS (TYP.)"A""B"CLEANOUT (TYP.)1" (UNLESS OTHERWISE NOTED ON DRAWINGS)SLOPEFILTERNC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONMECHANICAL DETAILS IIM501.DWGM501PJRKHWKHW VOLTSPHASEKWELECTRICAL SERVICEMARKLOCATIONGALLONSPERMINUTEENERGYFACTORMIN.MODEL #REMARKSELECTRIC WATER HEATER SCHEDULEIWH-1WIDTHDEPTHHEIGHTDIMENSIONSRESTROOM (UNDER SINK)GENERAL PLUMBING NOTES1.NOT ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS DRAWING MAY BE USED ON THIS PROJECT.2.ALL PLUMBING WORK SHALL BE FURNISHED AND INSTALLED PER THE NORTH CAROLINA STATE BUILDING CODE:PLUMBING CODE, LATEST EDITION.3.UNLESS OTHERWISE NOTED ON DRAWINGS, ALL 212" OR SMALLER SANITARY WASTE AND VENT PIPING SHALL BERUN AT 14" PER FT SLOPE. ALL SANITARY WASTE AND VENT PIPING 3"-6" SHALL BE RUN AT 18" PER FT SLOPE. ALLSANITARY WASTE 8" AND LARGER SHALL BE RUN AT 116" PER FT SLOPE. ALL STORM DRAINAGE PIPING SHALL BERUN AT A MINIMUM OF 18" PER FT SLOPE UNLESS OTHERWISE NOTED.4.THE DESIGN/DETAIL/SCHEDULE SHOWN IS BASED ON (MANUFACTURER, MODEL) EQUIPMENT AND IS INTENDEDONLY TO SHOW THE GENERAL SIZE, CONFIGURATION, LOCATION, CONNECTIONS, AND/OR SUPPORT FOREQUIPMENT OR SYSTEMS SPECIFIED WITH RELATION TO THE OTHER BUILDING SYSTEMS.5.INSTALL ALL PIPING AT THE MAXIMUM ELEVATION POSSIBLE. PROVIDE ALL FITTINGS, TRANSITIONS ANDMATERIALS REQUIRED TO ACHIEVE MAXIMUM ELEVATION. COORDINATE ALL WORK WITH OTHER TRADES PRIORTO THE START OF WORK TO AVOID CONFLICTS.6.CONTRACTOR SHALL FURNISH ALL DISCONNECTS REQUIRED FOR PLUMBING EQUIPMENT.7.CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL MANUFACTURER SUBSTITUTIONS OF PLUMBINGEQUIPMENT. SUBMIT A DESCRIPTION OF ANY/ALL CHANGES REQUIRED BY THE SUBSTITUTION, INCLUDINGELECTRICAL AND PLUMBING CONNECTIONS, SIZES, WEIGHTS, AND CLEARANCES. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY ADDITIONAL COST ASSOCIATED WITH THE SUBSTITUTION.8.THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL CODESAND REGULATIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT AND/OR ENGINEER OF ANY CONFLICTS ASSOON AS THEY ARE DETECTED.9.CONTRACTORS MUST CAREFULLY COORDINATE THE ARRANGEMENT AND INSTALLATION OF THE DUCT, PIPING,AND CONDUIT IN THE MECHANICAL CHASES PRIOR TO THE START OF WORK. ALL PENETRATIONS SHALL BESLEEVED AND FIRE-PROOFED.10.ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY MARKED "EX","EXISTING", OR "EXIST.".11.CONTRACTOR MUST VERIFY LOCATIONS AND DIMENSIONS OF ALL EXISTING EQUIPMENT AND COORDINATE ALLWORK PRIOR TO THE START OF CONSTRUCTION.12.THESE DRAWINGS ARE NECESSARILY DIAGRAMMATIC IN NATURE. NOT ALL FITTINGS, OFFSETS, VENTS, ORDRAINS ARE SHOWN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND INCLUDE ALL FITTINGS,OFFSETS, VENTS, AND DRAINS AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM.PIPE TEES DOWN; UPWATER CLOSETWALL CLEANOUTVENT THRU ROOFHOT WATER SUPPLYINDIRECT WASTEHOT WATER RETURNFLOOR CLEANOUTEND-OF-LINE CLEANOUTPIPE CAPBALL VALVECHECK VALVEWCOVTRWWCWASTETYPVURIWLAVHWSHWRVENTURINALTYPICALLAVATORYSYMBOL SCHEDULEABBREVIATIONSFLOOR DRAINCOLD WATERFLOOR CLEANOUTEXISTINGABOVE FINISH GRADEBELOW FINISHED FLOORANTI-FREEZE HYDRANTABOVE FINISH CEILINGABOVE FINISH FLOORPLUMBING LEGENDPIPE ELBOW TURNS DOWN; UPDOMESTIC HOT WATER SUPPLYDOMESTIC COLD WATERWASTECIFDHBFCO(EX)CWCOAFFAFGBFF AFHAFCCAST IRONHOSE BIBBCLEANOUTGALLONS PER HOURGPHGCOGRADE CLEANOUTYARD CLEANOUTYCOAIR ADMITTANCE VALVEAAVCIRCUIT SETTERWATER HAMMERWHAARRESTORDO NOT TAPDNTHDHUB DRAINELECTRIC WATER COOLEREWCFREEZE-PROOF HOSE BIBBFPHBFLOOR DRAIN PARKINGFDP0.5INSTALL PER MANUFACTURERSSPECIFICATIONS. SET MAX TEMP TO 110°CHRONOMITE ELECTRIC TANKLESS WATERHEATER MODEL#M-20L/12012013.6234"958"614"0.99IWH-2STAFF OFFICE /REFRESHMENT (UNDERSINK)0.5INSTALL PER MANUFACTURERSSPECIFICATIONS. SET MAX TEMP TO 110°CHRONOMITE ELECTRIC TANKLESS WATERHEATER MODEL#M-20L/12012013.6234"958"614"0.99FIXTURE PLUMBING SCHEDULEMARKFIXTURESANVENTCOLDWATERHOTWATERSPECIFICATION/DESCRIPTIONFIXTUREDESCRIPTIONPICTUREWC-1WATER CLOSETFLOOR-MOUNTFLUSH VALVE4"2"SLOAN "REGAL" 111-1.28 OR EQUALMANUAL FLUSH VALVE. PROVIDEWITH NON-HOLD OPEN HANDLEAND SELF-CLEANING BRASSPISTON.SLOAN ST-2029 OR EQUAL ELONGATED,WHITE VIT CHINA, FLOOR MOUNTEDWATER CLOSET WITH 218" TRAPWAY,AND TOP SPUD. PROVIDE WITHMATCHING ELONGATED SEAT.1"-PICTUREREMARKSPROVIDE ANTI-MICROBIAL, HEAVY DUTY, OPEN FRONT SEAT, COLOR WHITE.LAV-1WALL HUNGSINKAMERICAN STANDARD 0355.012 "LUCERNE'"WALL HUNG SINK, REAR DRAIN, BARRIERFREE, WITH 4" CENTERS, WHITE VITREOUSCHINA. PROVIDE WITH FRONT OVERFLOW.114"112"12"12"PROVIDE WITH 14 TURN BALL VALVES, AND CHROME-PLATED P-TRAP w/CLEANOUT.INSTALL TO COMPLY WITH ADA REQUIREMENTS. PROVIDE TRUEBRO LAV SHIELDOR EQUAL FOR ADA COMPLIANCE.KS-1KITCHEN SINK12"12"CHICAGO 1102-HA8E35-317AB8" CENTERSET DECK MOUNT FAUCETWITH ARC SPOUT, LEVER HANDLERS,AND SPRAYER.PROVIDE TURN BALL VALVES, AND P-TRAP w/CLEANOUT.FD-1 FLOOR DRAINWATTS Z415B FLOOR DRAIN WITHADJUSTABLE STRAINER. 8" ROUNDNICKEL BRONZE STRAINER. PROVIDEWITH P-TRAP.4"2 12"REFER TO DRAWING DETAILS COORDINATE WITH GEN. CONSTR. WORK TO SETTHE FLOOR DRAIN FLUSH WITH FIN. FLOOR ADJUSTED FOR FLOOR SLOPEREQUIRED.----FAUCETT&S BRASS B-0892-CR-LF05 4"CENTERSET FAUCET WITH 4" WRISTHANDLES AND RIGID GOOSENECK.IMB-1 ICE MAKER BOXOATEY I2K ICE MAKER BOX--COORDINATE MOUNTING HEIGHT WITH REFRIGERATOR. PROVIDECORRESPONDING PIPE CONNECTION MATERIAL, SUPPORT BRACKETS, ANDTEMPERATURE INDICATOR CLIP.14 TURN BRASS BALL VALVE AND ASSE1032 DUAL CHECK VALVE WITHSTRAINER EQUAL TO WATTS SD3.COORDINATE CONNECTION MATERIALWITH PIPE MATERIAL.12"-NOTES:1.PLUMBING FIXTURES SPECIFIED ARE GENERALLY AMERICAN STANDARD. FIXTURES AS MANUFACTURED BY KOHLER, ELKAY OR TOTO MAY BE SUBMITTED FOR APPROVAL PROVIDED THE SELECTION IS STRICTLY APPROVED EQUIVALENT.2.PLUMBING FAUCETS SPECIFIED ARE GENERALLY DELTA. FAUCETS AS MANUFACTURED BY T&S BRASS OR CHICAGO MAY BE SUBMITTED FOR APPROVAL PROVIDED THE SELECTION IS STRICTLY APPROVED EQUIVALENT.3.PLUMBING FLUSH VALVES SPECIFIED ARE GENERALLY AMERICAN STANDARD. FLUSH VALVES AS MANUFACTURED BY SLOAN OR DELANEY MAY BE SUBMITTED FOR APPROVAL PROVIDED THE SELECTION IS STRICTLY APPROVED EQUIVALENT.4.FLOOR DRAINS AND FLOOR SINKS ARE GENERALLY ZURN. DRAINS AS MANUFACTURED BY JAY R. SMITH, JOSAM OR WATTS MAY BE SUBMITTED FOR APPROVAL PROVIDED THE SELECTION IS STRICTLY APPROVED EQUIVALENT.ADA?1.28GPF0.5GPM1.5GPMN/A-FLOW RATE---FREEZELESS, BRASS FINISH, LOOSE TEEKEYNFHB-1NON-FREEZE WALLHYDRANT--34"COORDINATE MOUNTING HEIGHT WITH WITH OWNER. PROVIDE WITH KEYED VALVE.DELIVER KEY TO OWNER.----WOODFORD MODEL B65 BRASS FINISHANTI-SIPHON FREEZELESS WALLHYDRANT OR EQUALINTERIOR DUTY, POLYCARBONATEWHEEL HANDLE AND LOOSE TEE KEYHB-1HOSE BIBBWOODFORD 24 FINISH: POLISHEDCHROMECOORDINATE MOUNTING HEIGHT WITH WITH OWNER. REMOVE HANDLE ANDRETURN TO OWNER ALONG WITH LOOSE TEE KEY.34"-----114"112"KOHLER TOCCATA, 33"X22"X6", EQUALDOUBLE BOWL, 4-HOLE SINK. 18 GASTAINLESS STEEL CONSTRUCTION, TOPMOUNT. PROVIDE WITH REMOVABLESTRAINER.NC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONPLUMBING ABBREVIATIONS, LEGEND, GENERALNOTES AND SCHEDULESP001.DWGP001PJRKHWKHW GENERAL NOTES:1.REFER TO SHEET P001 FOR PLUMBING LEGEND ANDADDITIONAL GENERAL NOTES.LAV-1WC-1KS-1FD-1WCOSEE SHEET U200 FORCONTINUATION TO 1,250GALLON SEPTIC TANKSTAFF OFFICE100RESTROOM101MECHANICAL/ELECTRICAL103CLOSET1022"W4"W4"W4"W 4"W4"W112"W 112"WLAV-1WC-1IWH-1IWH-2REFER TO SHEET U200FOR CONTINUATION2"CW UNDERGROUNDKS-1NFHB-1STAFF OFFICE100RESTROOM101MECHANICAL/ELECTRICAL103CLOSET10212"CW1212"CW34"CW1"CW1"CWIMB-13P200HB-134"CWNFHB-134"CWWHANOTES KEYED TO 2/P200:1VALVES OFFSET FOR CLARITY - STACK VERTICALLY AGAINST WALL.REFER TO SECTION 3/P200.ELECTRICAL PANEL SERVICE CLEARANCE - SHOWN FOR REFERENCE,REFER TO ELECTRICAL DRAWINGS FOR FURTHER INFORMATION.2LAV- 1 WC- 1 KS - 1 FD- 1 WCO2"W4"W 4 "W4"W4 "W112"W11 2"W4"W4"WLAV - 1 WC-1 IWH -1 IWH - 2 REFER TO SHEE T U 2 00FOR CONT INUA T ION 2 "CW UNDERGROUNDKS-1NFHB -1 1 2"CW 1 2"CW 3 4"CW 1 "CW IMB -1HB- 1 3 4"CWNFHB- 1 3 4"CW 3 4"CW 1 "CW 3 4"CW12"CWWHANFHB-1NOTES KEYED TO 3/P200:11/2" CW TO FIXTURES IN STAFF OFFICE.1" CW TO FIXTURES IN RESTROOM.3/4" CW TO NFHB-1 ON NORTH EAST SIDE OF BUILDING.DUCTWORK WITH EXTERIOR INSULATION SHOWN FOR REFERENCE ONLY -REFER TO MECHANICAL DRAWINGS FOR FURTHER INFORMATION.EXHAUST FAN SHOWN FOR REFERENCE ONLY - REFER TO MECHANICALDRAWINGS FOR FURTHER INFORMATION.3/4" CW TO HB-1.3/4" CW TO NFHB-1 ON SOUTH WEST SIDE OF BUILDING.2123345456677NFHB-1NC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONPLUMBING PLANSP200.DWGP200PJRKHWKHW12024 1/4" = 1'-0"P2001PLUMBING FIRST FLOOR - STAFF BUILDING WASTE & VENT PLAN12024 1/4" = 1'-0"P2002PLUMBING FIRST FLOOR - STAFF BUILDING WATER PLAN12024 1/4" = 1'-0"P2003PLUMBING FIRST FLOOR - SECTION 3NO SCALEP2004WASTE & VENT RISERNO SCALEP2005WATER RISER TRAP PRIMER DETAILScale: NONE1P500EITHER CABINET OR WALLMOUNTED LAVATORYCLEANOUT PLUGMAXIMUM TRAP TO VENT DISTANCESPIPE SIZE DISTANCE(D) 2" 8'-0" 3" 10'-0" 4" 12'-0"TYPICAL VENTING (FLOOR DRAIN) DETAILScale: NONE2P500FLOOR DRAIN/ FLOOR SINKBODY (PROTECT OPENINGDURING CONSTRUCTION) 1/8" MIN. PER FT. SLOPE --->CONC. FLOOR"D"VENT PIPINGPARTITIONTYPICAL FLOOR THROUGH DETAILScale: NONE3P500FLOOR TROUGH ANDGRATE BY FSCFIN. FLOORPERFORATEDBASKET BY FSCWASTE PIPING BY PLBG.CONTRACTOROUTLETHUBP-TRAPWALL CLEANOUT DETAILScale: NONE4P500STEEL STUDS & GYP BD ORCONC. BLOCKCAST IRON FERRULE WITHCAST BRONZE TAPERTHREAD PLUGROUND STAINLESSSTEEL COVERBASE ORBASEBOARDFIN. FLOORIN PARTITIONFIN. FLOORIN CHASEROUND STAINLESSSTEEL COVERBASE ORBASEBOARDCAST IRON FERRULE WITHCAST BRONZE TAPERTHREAD PLUGSTEEL STUDS & GYP BD ORCONC. BLOCK4" SOIL PIPE ABOVE FLOORINSIDE CHASE12"+/- 1'-8"NC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONPLUMBING DETAILS IP500.DWGP500PJRKHWKHW TYPICAL FLAT ROOF VENT PENETRATION DETAILScale: NONE1P501INSTALLATION OF LAVATORYScale: NONE2P501NOTES:ALL EXPOSED HOT WATER SUPPLY & WASTE PIPING BELOWLAVATORY SHALL BE FULLY INSULATED IN ACCORDANCE WITHSPECS.CONCEALED FIXTURE CARRIER WITHANCHOR PLATE, BEARING PLATE &BLOCK FEET BOLTED TO FLOORVERTCAL WASTEC.W. SUPPLYTAPPED SANITARY TEEVENTFINISH FLOORCHROME PLATED ESCUTCHEONS ON ALL PIPESCHROME PLATED CAST BRASS NIPPLECHROME PLATED BRASS TRAP (ADJUSTABLE)LAVATORY AS PER SPECIFICATIONSCHROME PLATED COMBINATION OR SINGLE LAVATORYFITTING WITH AERATOR AS SPECIFIEDFINISH WALLFIXTURE BRACKET SECURED TO WALL WITHSTEEL BOLTS THROUGH THE WALLANCHORED TO STEELTYPICAL INSTALLATION OF WATER CLOSET DETAILScale: NONE3P501WALL ESCUTCHEON1" SUPPLY WITH CHROME PLATED COVERTUBELEVER OPERATED FLUSH VALVE WITHSCREWDRIVER OPER. ANGLE STOPVACUUM BREAKERCHROME PLATED ADJUSTABLE BRACKET 1" BELOWVACUUM BREAKERCHROME PLATED 1-1/2" FLUSH TUBE WITHESCUTCHEON24"1" SUPPLY2" MIN. VENT4" MIN. DIA.PLUMBING VENTONE-PIECE FLEXIBLE E.P.D.M. BASEFLASHING WITH REINFORCING RIBSFURNISHED AND INSTALLED BYROOFING SUBCONTRACTORPLUMBING CONTRACTOR TO CUT RO0F PENETRATIONS AND STAINLESS STEEL CLAMPMIN. 1'-0"ABOVE ROOFINSTALL PIPERIGID BOARD INSULATIONSURFACE-PLYBASE-PLYCOVER BOARDVAPOR BARRIERTHERMAL BARRIERSTEEL ROOF DECKINGELECTRIC TANKLESS WATER HEATERJUNCTION BOX FOR ELECTRIC TANKLESS WATER HEATERH.W. SUPPLY OUT OF ELECTRICTANKLESS WATER HEATERC.W. SUPPLYPIPE OFFSET FROM WALLFOR CLARITYNC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONPLUMBING DETAILS IIP501.DWGP501PJRKHWKHW UGSWSWBDUONWPVXFMRSNHANDHOLEISOLATED GROUNDGENERAL CONTRACTORJUNCTION BOXHORSEPOWERKILOVOLT-AMPERESGROUND FAULT INTERRUPTERIG, ISGJBKVAHPGF,GFIHHG,GNDGCGROUNDUNLESS OTHERWISE NOTED TRANSFORMERWEATHERPROOFUNDERGROUNDSWITCHBOARDSOLID NEUTRALVOLTSWITCHLCKWMBLVLTGMCCMHMCBMLONFNICNLPPBPCPRP/BD, PNLMCAMPERE, AMMETERABELOW FINISHED GRADEAIR HANDLING UNITABOVE FINISHED FLOORAUTOMATIC TRANSFER SWITCHAMPERES INTERRUPTING CAPACITYCONDUITDUCT BANKELECTRICAL CONTRACTORFIRE ALARMEXISTINGELECTRIC WATER COOLERCABLE (COMMUNITY) ANTENNA TELEVISIONFIRE ALARM ANNUNCIATOR PANELGROUNDING ELECTRODE CONDUCTORFIRE ALARM CONTROL PANELEQUIPMENT GROUNDING CONDUCTORFA, F/AEFAAPFACPGECEGCEWCD/BECCATVCUBFGCCOPPERATSAHUAFFAICABBREVIATIONSKILOWATTSMAIN LUGS ONLYPLUMBING CONTRACTORPANELBOARDNON FUSEDNIGHT LIGHTPOLE, PHASENOT IN CONTRACTPAIRPULL BOXMOTOR CONTROL CENTERMECHANICAL CONTRACTORMAIN CIRCUIT BREAKERLOW VOLTAGEMAIN BREAKERLIGHTING CONTACTORMANHOLELIGHTINGCONCEALED RACEWAY. INDICATES HOMERUN TO PANELWITH 2#12 AND 1#12 GROUND IN 1/2" CONDUIT. EACHADDITIONAL TIC MARK EQUALS ONE ADDITIONAL #12.PANEL BOARD, SURFACE MOUNTEDPANEL BOARD, FLUSH MOUNTEDSUSPENDED OR SURFACE MTD FLUORESCENT LIGHTING FIXTURE LETTER DESIGNATES FIXTURE TYPE ANDCEILING MTD OR LAY-IN TYPE FLUORESCENT LIGHTING FIXTUREAND OUTLET, LETTER DESIGNATES FIXTURE TYPECIRCUIT ON UNSWITCHED NIGHT LIGHT CIRCUITCEILING/PENDENT MTD/RECESSED LIGHTING FIXTURE AND CIRCUIT ON UNSWITCHED NIGHT LIGHT CIRCUITCEILING MTD OR LAY-IN TYPE FLUORESCENT LIGHTINGFIXTURE AND OUTLET, LETTER INDICATES FIXTURE TYPELIGHTING SYMBOLS20A, 125V, 3W, INSTALLED 4" ABOVE BACKSPLASH ORFLUSH MOUNTED QUADRUPLEX RECEPTACLE AND OUTLETSUSPENDED OR SURFACE MTD FLUORESCENT LIGHTING FIXTURE CEILING MTD OR LAY-IN TYPE FLUORESCENT LIGHTINGFIXTURE AND OUTLET, LETTER INDICATES FIXTURE TYPEFLUSH MTD TOGGLE SWITCH, S.P.S.T., 20A, 120/277VFLUSH MTD DIMMER SWITCH, SIZE AS NOTEDFLUSH MTD 3-WAY TOGGLE SWITCH, 20A, 120/277VFLUSH MTD 4-WAY TOGGLE SWITCH, 20A, 120/277VCIRCUIT ON UNSWITCHED NIGHT LIGHT CIRCUITOUTLET, LETTER DESIGNATES FIXTURE TYPE ANDCOUNTER IF NO BACKSPLASH EXISTS.FLUSH MTD QUADRUPLEX RECEPTACLE AND FLUSH MTD DUPLEX RECEPTACLE AND OUTLET, OUTLET, 20A, 125V, 3W20A, 125V, 3WWALL SCONCE,AND OUTLET, LETTER INDICATES FIXTURE TYPEWALL MOUNTED RECESSED LIGHTING FIXTURE AND OUTLET, LETTER INDICATES FIXTURE TYPE30 AMP NON-FUSED, WEATHERPROOF NEMA 3R DISCONNECT SWITCH."F" INDICATES FRACTIONAL HPCOMBINATION DISCONNECT SWITCH AND MAGNETIC NUMBER OF POLES AND VOLTAGE PER CIRCUIT FED.30 AMP FUSED DISCONNECT SWITCH, FUSED AT 20 AMP.NUMBER OF POLES AND VOLTAGE PER CIRCUIT FED.NON-FUSED DISCONNECT SWITCH. NUMBER OFPOLES AND VOLTAGE PER CIRCUIT FED.A.C. MOTOR, NUMERAL INDICATES HPMOTOR STARTER OR VFD (IF MARKED VFD)WALL OR CEILING MTD EXIT SIGN WITH SELF CONTAINED BATTERY BACK-UP, SINGLEFACE. ARROW WHEN USED INDICATES DIRECTION.WALL OR CEILING MTD EXIT SIGN WITH SELF CONTAINED BATTERY BACK-UP, DOUBLEFACE. ARROW WHEN USED INDICATES DIRECTION.OUTLET BOX WITH BLANK COVER - LOCATE AS REQUIRED TO FOR EQUIPMENTSERVED.SDS4S3MANUAL MOTOR STARTER SWITCH WITHOUT OVERLOAD HEATERSSOSSMS TELE/COMM OUTLET 4" SQ. BOX WITH 1"C PER RISERSWITCH TYPE OCCUPANCY SENSOR WITH BUILT-IN OVERRIDE SWITCHEMERGENCY WALL BATTERY PACK UNIT WITH NUMBER OF LAMPS AS INDICATED.LETTER NEXT TO FIXTURE ON PLANS INDICATES FIXTURE TYPE. CONNECTUNSWITCHED TO INDICATED BRANCH CIRCUIT.DISCONNECT SWITCH-PROVIDE 30A, NON-FUSED U.O.N.NOTE TO ALL RECEPTACLES: 1.SUBSCRIPT EWC INDICATES GROUND FAULT TYPE RECEPTACLE FOR ELECTRIC WATERCOOLER.2.SUBSCRIPT WP INDICATES GROUND FAULT TYPE RECEPTACLE WITH STEEL LOCKABLECLOSED WEATHERPROOF COVER.3.SUBSCRIPT GFI INDICATES GROUND FAULT TYPE RECEPTACLE.4.SUBSCRIPT VEN INDICATES GROUND FAULT TYPE RECEPTACLE FOR VENDING MACHINE.5.SUBSCRIPT TV INDICATES RECEPTACLE FOR TV MOUNTED IN BRACKET.6.SUBSCRIPT SL INDICATES SHORELINE INSTALLATION PER DETAILS.7.SUBSCRIPT USB INDICATES COMBINATION 20A OUTLET AND USB PORT.JCEILING/PENDENT MTD/RECESSED LIGHTING FIXTURE AND CIRCUIT ON UNSWITCHED NIGHT LIGHT CIRCUITOUTLET, LETTER DESIGNATES FIXTURE TYPE ANDDIGITAL TIMER SWITCH-INTERMATIC ST01 OR EQUALSDTLOWER CASE SUBSCRIPT INDICATE WHICH LIGHTS THE SWITCHSaSbIS TO BE CONNECTED TO.OSCDUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR;A/V DESIGNATES SENSOR PROVIDED AS PART OF DIMMING OR A/V PACKAGEU/H DESIGNATES ULTRA-SONIC DEVICE RATED FOR HALLWAY INSTALL EMERGENCY CEILING BATTERY PACK UNIT WITH NUMBER OF LAMPS AS INDICATED.LETTER NEXT TO FIXTURE ON PLANS INDICATES FIXTURE TYPE. CONNECTUNSWITCHED TO INDICATED BRANCH CIRCUIT.TELE/COMM OUTLET 4" SQ. BOX WITH 1"C PER RISER. SUBSCRIPT DESIGNATESWI-FI OUTLET.WAPSECURITY SYSTEM SYMBOLSUTILIZED FOR THIS PROJECT.SYMBOLS AND ABBREVIATIONS MAY NOT ALL BEELECTRICAL SYMBOL NOTESDEVICE AND SHALL BE FOLLOWED UNLESS OTHERWISESPECIFICATIONS IS TO THE CENTERLINE OF THEMOUNTING HEIGHT GIVEN IN THE ELECTRICAL LEGEND ARE IDENTIFIED ON THE DRAWINGS WHERESYMBOLS NOT LISTED IN THIS ELECTRICAL SYMBOLTHEY OCCUR.3.2.1.NOTED.NOTE TO ALL LIGHTING: X/Y-SUBSCRIPTS @ LIGHTING FIXTURES:1.X-REPRESENTS OCCUPANCY SENSOR THAT CONTROLS FIXTURE.2.Y-REPRESENTS SWITCH THAT CONTROLS FIXTURE.3.WHEN NO SUBSCRIPT IS SHOWN, LOCAL OCC SENSOR AND SWITCH CONTROLS FIXTURE.TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING COMPLIES WITH THE ELECTRICAL SYSTEM AND EQUIPMENT REQUIREMENT OF THE NC STATE 500 VS 1000REFER TO LIGHTING FIXTURE SCHEDULEREFER TO LIGHTING FIXTURE SCHEDULEREFER TO LIGHTING FIXTURE SCHEDULEREFER TO LIGHTING FIXTURE SCHEDULEREFER TO LIGHTING FIXTURE SCHEDULEASHRAE 90.1 PRESCRIPTIVE PERFORMANCE ELECTRICAL ENGINEERREGGIE ADAMS P.E.NAME:TITLE:DESIGNER STATEMENT:SIGNED:BUILDING CODELAMP TYPE REQUIRED IN FIXTUREBALLAST TYPE USED IN THE FIXTURENUMBER OF BALLASTS IN FIXTURETOTAL EXTERIOR WATTAGE SPECIFIED VS ALLOWEDTOTAL INTERIOR WATTAGE SPECIFIED VS ALLOWEDADDITIONAL PRESCRIPTIVE COMPLIANCE LIGHTING SCHEDULE (each fixture type)TOTAL WATTAGE PER FIXTURENUMBER OF LAMPS IN FIXTURENC STATE BUILDING CODE-XXXXXX ELECTRICAL SYSTEM AND EQUIPMENT METHOD OF COMPLIANCE:506.2.1 MORE EFFICIENT MECHANICAL EQUIPMENT506.2.2 REDUCED LIGHTING POWER DENSITY506.2.3 ENERGY RECOVERY VENTILATION SYSTEMS506.2.4 HIGHER EFFICIENCY SERVICE WATER HEATING506.2.5 ON-SITE SUPPLY OF RENEWABLE ENERGY506.2.6 AUTOMATIC DAY LIGHTING CONTROL SYSTEMSXENERGY CODE PRESCRIPTIVE PERFORMANCE X200 VS 700TELE/COMM OUTLET 4" SQ. BOX WITH 1"C PER RISER. MOUNT 4" ABOVEBACKSPLASH.20A, 125V, 3W, INSTALLED 4" ABOVE BACKSPLASH ORFLUSH MOUNTED QUADRUPLEX RECEPTACLE AND OUTLETCOUNTER IF NO BACKSPLASH EXISTS.OSWWALL MOUNTED OCCUPANCY SENSORJ-HOOKS (2-SETS) ON 5'-0" CENTERSJ-HOOKS (1-SET) ON 5'-0" CENTERSJDCXKPJCAXCRVXXVXDROP XREFER TO DETAIL SHEET FOR ROUGH-IN INFORMATIONCARD READER. PROVIDE BOX AND CONDUITS PER DETAILSCARD READER DOOR ROUGH IN. PROVIDE PER DETAILSDOOR CONTACT. PROVIDE CONDUIT PER DETAILS .GLASS BREAK. PROVIDE CONDUIT PER DETAILSKEYPAD. PROVIDE CONDUIT PER DETAILSSECURITY CONNECTION AT KNOX BOX. PROVIDE CONDUIT PERDETAILSSECURITY TELEPHONE. PROVIDE CONDUIT PER DETAILSCAMERA. PROVIDE 1-1"C TO DROP .CAMERA. PROVIDE 1-1"C TO DROP .JAV SYSTEM SYMBOLSJJMON JJTV CEILING MOUNTED 4X4 JUNCTION BOX AND 1-1"C TO A/V J-HOOKS FORCEILING MOUNTED PROJECTOR; PROVIDE CEILING MOUNTEDRECEPTACLE FOR PROJECTOR POWERPROVIDE 8X8 BOX ABOVE CEILING AND 1-1 1/2"CTO A/V J-HOOKSPROVIDE 8X8 BOX ABOVE CEILING AND 1-1 1/2"CTO A/V J-HOOKSPROVIDE POWER TO SCREEN; PROVIDE WALL MOUNTED ROUGH INFOR SWITCH AND 1-1"C FROM SWITCH TO 4X4 BOX ABOVE CEILING ATSCREEN AND 1-1"C FROM THAT BOX TO A/V J-HOOKSPROVIDE WALL MOUNTED 4X4 BOX AND 1-1 "CTO A/V J-HOOKS FOR CAMERA. PROVIDE WALL MT RECEPTACLE FORPOWER.PROVIDE WALL MOUNTED 4X4 BOX AND 1-1 "CTO A/V J-HOOKS FOR TOUCH PANEL.PROVIDE WALL MOUNTED 4X4 BOX AND 1-1 "CTO A/V J-HOOKS FOR CABLE CUBBY.WALL MOUNTED 4X4 JUNCTION BOX AND 1-1"C TO A/V J-HOOKS FORWALL MOUNTED MONITOR; PROVIDE WALL MOUNTED RECEPTACLEFOR POWER. COORDINATE MT HT WITH OWNER IN FIELD.WALL MOUNTED 4X4 JUNCTION BOX AND 1-1"C TO T/C J-HOOKS FORWALL MOUNTED TV; PROVIDE WALL MOUNTED RECEPTACLE FORPOWER. COORDINATE MT HT WITH OWNER IN FIELD.JJST4SPECIAL SYSTEM OUTLET 4" SQ. BOX/SG PLASTER RING WITH 1"C TO 12"ABOVE FINISHED CEILINGAUDIO-VISUALAV,A/VT/CTELECOMJJGBKBPOWER SYMBOLS30 AMP NON-FUSED, NEMA 4X SS DISCONNECT SWITCH.NUMBER OF POLES AND VOLTAGE PER CIRCUIT FED.NC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONELECTRICAL LEGEND AND NOTESE-DRAW-E001.DWGE001STBRDARDA 1.ALL WORK ON THIS PROJECT SHALL CONFORM TO THE 2017 NEC, ALL LOCAL AND STATE CODES, STATE BUILDING CODE AND REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION.2.SYMBOLS AND ABBREVIATIONS MAY NOT ALL BE UTILIZED FOR THIS PROJECT.3.UNLESS OTHERWISE INDICATED THE CONTRACTOR, IS RESPONSIBLE FOR ALL CUTTING, CORE- DRILLING AND PATCHING REQUIRED TO INSTALL ELECTRICAL RELATED WORK.4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL RELATED WORK WITH OTHER TRADES. THE CONTRACTOR IS CAUTIONED THAT IT IS TOTALLY HIS RESPONSIBILITY TO COORDINATE HANGERS AND SUPPORTS WITH OTHER TRADES. ADDITIONAL REQUIRED HANGERS &SUPPORTS MUST BE IN PLACE PRIOR TO APPLICATION OF FIRE PROOFING MATERIAL. ANY DAMAGE INCURRED ON FIRE PROOFING MATERIAL DUE TO INSTALLATION OF ELECTRICAL HANGERS WILL BE REPAIRED BY FIRE PROOFING SUB-CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.5.UTILITIES SERVING AREAS OF THIS PROJECT STILL OCCUPIED BY THE OWNER DURING DEMOLITION AND NEW CONSTRUCTION SHALL BE MAINTAINED UNTIL THE OWNER VACATES THE AREA. UNLESS OTHERWISE NOTED.6.ALL SHUTDOWNS WILL BE COORDINATED AND APPROVED THROUGH THE OWNER'S PROJECT MANAGER AND THE BUILDING MANAGER AND WILL REQUIRE ADVANCE NOTICE OF 10 WORKING DAYS EXCLUDING WEEKEND. THIS TIME LENGTH MAY BE LONGER OR SHORTER FOR SOME SHUTDOWNS ATTHE OWNER'S DISCRETION. THE SCHEDULING OF SUCH SHUTDOWNS MAY TAKE TWO WEEKS OR MORE AND THE CONTRACTOR MUST BE PREPARED TO WORK SECOND OR THIRD SHIFT, SATURDAY OR SUNDAY AS NECESSARY TO PERFORM THE WORK. FURTHERMORE, IN SOME CASES ANALTERNATE POWER SOURCE MAY BE REQUIRED, THE CONTRACTOR MUST BE PREPARED TO MAKE TAPS, INSTALL CIRCUIT BREAKERS, ETC., WHILE EXISTING EQUIPMENT IS ENERGIZED. ALL SHUTDOWNS WILL BE INITIATED AND CONTROLLED BY OWNER.7.VISIT THE SITE PRIOR TO BID DATE AND EXAMINE ALL AREAS TO BE DEMOLISHED AND RENOVATED. THOROUGHLY FAMILIARIZE YOURSELF WITH EXISTING CONDITIONS. NO EXTRA COMPENSATION WILL BE GIVEN FOR FAILURE TO THOROUGHLY EXAMINE EXISTING CONDITIONS TO DETERMINE THEEXACT SCOPE OF DEMOLITION WORK. "KEYED" NOTES ON THE DEMOLITION DRAWINGS ARE PROVIDED TO ASSIST BIDDERS TO DETERMINE THE SCOPE OF DEMOLITION WORK.8.EXISTING AREAS WHETHER WITHIN OR WITHOUT THE "GENERAL LIMITS OF CONSTRUCTION", SHALL BE REPAIRED WHERE ANY DAMAGE HAS OCCURRED DUE TO CONSTRUCTION BY THE CONTRACTOR.9.ALL AREAS OUTSIDE THE PROJECT LIMITS IN WHICH WORK MUST TAKE PLACE WILL BE CLEANED AND RETURNED TO NORMAL (INCLUSIVE OF CEILING TILE REPLACEMENT) AT THE END OF EACH DAY. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE EACH DAY BEFORELEAVING THE CONTRACT PROJECT LIMITS REGARDING THE CLEANLINESS OF THE AREA IN WHICH WORK TOOK PLACE OUT SIDE OF THE PROJECT LIMITS.10.WHERE WORK IS TAKING PLACE OUTSIDE THE PROJECT LIMITS CANNOT ALLOW A RETURN TO NORMAL APPEARANCE OF WALLS, CEILING, ETC., AT THE END OF EACH DAY DUE TO ITS EXTENSIVE NATURE; THE CONTRACTOR SHALL ERECT A BLACK PLASTIC CURTAIN AROUND HIS WORK. SUCH ACURTAIN SHALL REMAIN IN PLACE UNTIL THE WORK IS COMPLETE. SUCH CURTAINS WILL HAVE CAUTIONARY SIGNS AFFIXED INDICATING CONSTRUCTION ACTIVITY WITHIN.11.PROVIDE 4" HIGH CONCRETE HOUSEKEEPING PADS WITH CHAMFERED EDGES UNDER ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT.12.DO NOT MOUNT ANY WALL RECEPTACLES OR TELEPHONE/COMPUTER OUTLETS BACK TO BACK.13.USE 3/4" DEEP MUD RINGS ON BOXES IN 5/8" DRYWALL SO FACE OF RING IS FLUSH WITH FACE OF DRYWALL. PROVIDE CADDY #RLC ADAPTER ON ALL OUTLETS WHERE DRYWALL IS CUT IN EXCESS OF 1/8" LARGER THAN MUD RING OR WHERE THE DEVICE "EARS" ARE NOT SUPPORTED BY THEDRYWALL.14.20A BRANCH CIRCUIT WIRE SIZING SHALL BE IN ACCORD WITH THE FOLLOWING TABLE: REMAINDER VOLTS DISTANCE (FIRST DEVICE) OF CIRCUIT 120/208 0' - 50' #12 #12 50' - 100' #10 #12 100' - 150' # 8 #1015.THE ELECTRICAL CONTRACTOR SHALL VERIFY LOCATION OF LIGHTS, ETC. IN MECHANICAL ROOMS WITH MECHANICAL CONTRACTOR BEFORE ROUGH-IN TO AVOID CONFLICT WITH DUCT WORK.16.ALL CONDUCTORS SHALL BE COPPER WITH A MINIMUM SIZE OF #12 AWG EXCEPT FOR FIRE ALARM.17.ALL BRANCH CIRCUIT BREAKERS SHALL BE 20A, 1P, WITH 2 #12 AWG 1#12 GND IN 3/4" MINIMUM CONDUIT, UNLESS OTHERWISE NOTED. EXTERIOR CONDUIT OR UNDERGROUND/SLAB CONDUIT SHALL BE 1"C MINIMUM.18.ALL WIRING LUGS THROUGHOUT THE PROJECT, INCLUDING BUT NOT LIMITED TO BREAKERS, PANELBOARD/SWITCHBOARD LUGS, SAFETY SWITCH LUGS, AND TRANSFORMER LUGS, SHALL BE RATED FOR USE WITH 75 DEGREE CONDUCTORS SIZED IN ACCORDANCE WITH NEC TABLE 310-16.19.ALL RACEWAYS SHALL BE METAL UNLESS SPECIFICALLY NOTED OR APPROVED OTHERWISE. ANY RACEWAY IN POURED CONCRETE SHALL BE RIGID METAL (HEAVY WALL). REFER TO SPECIFICATIONS FOR ALL OTHERS.20.CONTRACTOR SHALL MINIMIZE NUMBER OF HOME RUN CONDUITS. CONTRACTOR MAY COMBINE UP TO THREE CIRCUITS PER HOME RUN IN A SINGLE CONDUIT; WHERE MORE THAN THREE (3) CONDUCTORS ARE PROVIDED PER RACEWAY MINIMUM CONDUIT SIZE SHALL BE 3/4".21.IN GENERAL ALL ELECTRICAL CONDUIT WILL BE RUN AT THE ELEVATION JUST BELOW THE BOTTOM OF THE STRUCTURAL BEAMS. THE CONTRACTOR SHALL OFFSET THE ELECTRICAL CONDUIT TO AVOID INTERFERENCE WITH ANY DUCTWORK, SPRINKLER OR MECHANICAL PIPING. THECONTRACTOR SHALL COORDINATE HIS CONDUIT AND RACEWAY LOCATIONS WITH ALL OTHER TRADES BEFORE INSTALLATION.22.THE ROUTING FOR THE RACEWAY SHOWN ON THE DWGS. IS DIAGRAMMATIC ONLY, BASED ON CURSORY FIELD SURVEY BY DESIGNER. CONTRACTOR IS CAUTIONED THAT SPACE ABOVE CLG. IS VERY CONGESTED WITH EXISTING MECHANICAL, ELECTRICAL & PLUMBING ITEMS, AND WORK SPACE IS LIMITED.CONTRACTOR IS REQUIRED TO VISIT THE SITE PRIOR TO BID DATE AND LOOK ABOVE THE CLG. OF THE PROPOSED ROUTING TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. PROVIDE ANY AND ALL ADDITIONAL JB'S, OFFSETS, CONDUITS AND FITTINGS AS REQUIRED TO AVOID ANY EXIST. OBSTRUCTIONSALONG THE PROPOSED ROUTING. ANY SHUTDOWNS CAUSED BY RELOCATING EXISTING EQUIPMENT SHALL BE COORDINATED WITH OWNER. FAILURE TO EXAMINE EXISTING CONDITIONS AND COORDINATE THE EXACT CONDUIT ROUTING WILL NOT EXCUSE CONTRACTOR FROM PERFORMING ALL DUTIES NECESSARYTO COMPLETE THE WORK. DO NOT ROUTE CONDUIT IN A MANNER THAT WILL BLOCK ACCESS TO EXISTING ITEMS AS JUNCTION BOXES, VALVES, FILTERS OR SERVICE ACCESS TO EQUIPMENT.23.ELECTRICAL PLANS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL ALIGN FIXTURES, FIRE ALARM DETECTORS, CEILING DIFFUSERS, ETC. AS REQUIRED TO PROVIDE A PATTERN OF UNIFORMITY. AT NO TIME SHALL A SMOKE DETECTOR BE LOCATED WITHIN 3'-0" OF A SUPPLY OR RETURN GRILLE.24.WIRE AND CIRCUIT BREAKERS ARE SIZED FOR SPECIFIC EQUIPMENT. BEFORE ORDERING WIRE, BREAKERS AND CONDUIT FOR THIS PROJECT, THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OTHER CONTRACTORS ON THE JOB AND SHALL VERIFY THE ELECTRICAL DATA FOREQUIPMENT WHICH WILL ACTUALLY BE INSTALLED BY THE OTHER CONTRACTORS AND RECOMPUTE WIRE AND BREAKER SIZES IF REQUIRED TO COMPLY WITH THE N.E.C.25.REFER TO MECHANICAL DRAWINGS AND COORDINATE VERTICAL RUNS OF WIRE AND CONDUIT WITH MECHANICAL PIPING. COORDINATE WITH MECHANICAL CONTRACTORS. (NOTE: STACK RUNS OF CONDUIT AND PROVIDE OFFSETS AS NECESSARY.)26.LABEL ALL CONDUITS TERMINATING IN THE CEILING CAVITIES.27.LIGHTING & POWER PANELS ARE DESIGNED AROUND SQUARE "D" "NQOD" WITH A MAXIMUM DEPTH OF 5 3/4" AND WIDTH OF 20".28.THE MOUNTING HEIGHTS AND LOCATIONS OF ALL WALL MOUNTED OUTLETS, JUNCTION BOXES AND DISCONNECT SWITCHES SHALL BE REVIEWED AND COORDINATED WITH CASEWORK DRAWINGS AND ACTUAL EQUIPMENT LOCATION, PRIOR TO INSTALLATION. ANY DIFFERENCES SHALL BE THERESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.29.THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL CEILING TYPES AND FINISHES BEFORE PURCHASE OF ANY LIGHT FIXTURES SO THAT THE PROPER TRIM WILL BE PROVIDED FOR THE CEILING TO BE INSTALLED. ANY DIFFERENCES SHALL BE THE RESPONSIBILITY OF THE ELECTRICALCONTRACTOR.30.EACH CONTRACTOR SHALL PROVIDE HIS OWN SUPPORT OF ALL DEVICES AND EQUIPMENT PROVIDED BY HIM AND SHALL SUPPORT SUCH EQUIPMENT PER APPROVED GOVERNING CODES OR PER APPROVAL OF THE ENGINEER. UNACCEPTABLE WORKMANSHIP OR MATERIALS SHALL BE REPLACEDAT THE REQUEST OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE.31.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR FLOOR PLAN DIMENSIONS. DO NOT SCALE THESE DRAWINGS.32.THE ELECTRICAL CONTRACTOR SHALL COORDINATE ANY AND ALL WORK WITH OTHER TRADES INVOLVED IN THE PROJECT, PRIOR TO THE INSTALLATION OF HIS EQUIPMENT, SO AS TO AVOID CONFLICTS DURING CONSTRUCTION AND TO ALLOW FOR OPTIMUM MAINTENANCE AND WORKING SPACE.PROVIDE COORDINATION DRAWINGS TO THE ENGINEER FOR APPROVAL. ANY REWORK THAT NEEDS TO BE DONE DO TO CONFLICTS BETWEEN TRADES SHALL BE DONE AT THIS CONTRACTORS EXPENSE.33.ALL LIGHT FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF THE SUSPENDED CEILING SYSTEM. REFER TO THE SPECIFICATIONS FOR MORE DETAILED INFORMATION.34.WHERE ELECTRICAL EQUIPMENT PENETRATES EXTERIOR WALLS OR THE ROOF, THEY SHALL BE PROPERLY SEALED WITH METHODS APPROVED BY THE ENGINEER. SUBMIT DETAIL OF PROPOSED WORK.35.IN ALL AREAS WHERE THE FIRE RATED WALLS, FLOORS AND CEILINGS ARE INSTALLED OR ARE EXISTING, ALL PENETRATIONS OF ELECTRICAL CONDUITS OR OTHER RELATED ELECTRICAL MATERIALS SHALL BE PROPERLY SEALED WITH APPROVED FIRE RATED MATERIALS TO MAINTAIN THERATINGS OF THE BUILDING CONSTRUCTION.36.ALL FUSES, DISCONNECT SWITCHES AND BREAKER SIZES, SHOWN FOR MECHANICAL EQUIPMENT, SHALL BE VERIFIED BEFORE THE PURCHASE OR INSTALLATION OF SAID EQUIPMENT, WITH THE EQUIPMENT SUPPLIER AND MECHANICAL CONTRACTOR.37.UPON COMPLETION OF WORK ALL KEYS TO ELECTRICAL POWER PANELS SHALL BE TURNED OVER TO THE OWNER AND A SIGNED RECEIPT SHALL BE OBTAINED.38.ALL MULTIWIRE BRANCH CIRCUITS NEED TO HAVE SEPARATE NEUTRAL CONDUCTORS TO COMPLY WITH NEC 2014 ARTICLE 210.4. NO SHARED NEUTRAL CONDUCTORS PERMITTED ON THIS PROJECT.41.ANY RECEPTACLE WITH-IN 6'-0" OF A SINK SHALL BE A GROUND FAULT TYPE (GFI) RECEPTACLE.42.ALL WORK ON THIS PROJECT SHALL BE INSTALLED IN COMPLIANCE WITH ANSI A117.1, ADA STANDARDS FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.GENERAL NOTESNC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONELECTRICAL GENERAL NOTESE-DRAW-E002.DWGE002STBRDARDA PR O P O S E D SE P T I C F I E L DASPHALTPAVINGEX. CONCPAVINGEX. METALBLDGNEWBLDGNOTES KEYED TO SITE PLAN :1PROVIDE CONDUIT AS REQUIRED BY LOCAL UTILITY TO LOCATION OF SITETRANSFORMER.NEW WELL HOUSE. REFER TO PLAN THIS SHEET FOR ADDITIONALINFORMATION.PROVIDE 2-4" FROM EACH BAY SHOWN TO LOCATION OUTSIDE OFCONVENIENCE CENTER.2GENERAL NOTES PLAN :1.REFER TO SHEET E001 AND E002 FOR LEGEND AND ADDITIONALGENERAL NOTES.31321WHWP3WP3J2,41SB234NOTES KEYED TO PLAN 1:1PROVIDE NEW PANEL ON EXTERIOR WALL OF WELL HOUSE. REFER TOE-200 FOR RISER.PROVIDE LED FIXTURE IN WELL HOUSE. PROVIDE LIGHT SWITCH ATENTRANCE IN WP BOX.PROVIDE WP/GFCI RECEPTACLES AT 18" AFF. TYPICAL.PROVIDE POWER FOR WELL PUMP. WIRE PUMP THRU PRESSURE SWITCHPROVIDED WITH WELL SYSTEM. COORDINATE WITH WELL VENDOR.234NC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONSITE PLANE-DRAW-E100.DWGE100NNEW ELEC. SITE PLAN300151" = 30'STBRDARDA PLAN 1-WELL BUILDING1/8" = 1'- 0"24048N STAFF OFFICE100RESTROOM101MECHANICAL/ELECTRICAL103CLOSET102 PAPASBSAXAEXAEXB20304XEMWPWPWPGFGFGFWPSDSOS SOSAHU-1EF-1HP-1EF-2MDPSBSOS3331515135791117173NOTES KEYED TO PLAN 2:1CONNECT EF-1 TO CIRCUIT #19.PROVIDE METER BASE PER RISER THIS SHEET. COORDINATE LOCATIONWITH NEW CONDENSING UNIT.PROVIDE FEEDER TO WELL HOUSE PANEL PER RISER THIS SHEET.PROVIDE UNDER CABINET LIGHTS AS SHOWN. REFER TO ARCHITECTURALDRAWINGS FOR PLACEMENT AND ELEVATIONS.CONNECT EF-2 TO OCC. SENSOR CONTROL VIA LOCAL LIGHTING CIRCUIT.2GENERAL NOTES PLAN 1:1.REFER TO SHEET E001 AND E002 FOR LEGEND AND ADDITIONALGENERAL NOTES.2.ALL LIGHTING IS TO BE CIRCUITED TO MDP-1.3.COORDINATE ALL DEVICE INSTALLATION WITH ARCHITECTURALPLANS AND ELEVATIONS.3453030SMSM2,46,81012MTROSCPROVIDE 200 AMPEREDUKE POWERAPPROVED METERBASESERVICE FEEDER BYUTILITYPANELMDPPROVIDE # 2 GNDTO 2-3/4"X10' GNDROD, BUILDINGSTEEL,CONCRETEENCASED GND. & CWPIPING PER NEC 2503-#3/0 AWGIN 2" CONDUIT120/240V1PH, 3WPROVIDE SURGESUPPRESSION PER THESPECIFICATIONS251J14SC3419PANELWH120/240V1PH, 3WPROVIDE # 4 GNDTO 2-3/4"X10' GNDROD, AND WATERPIPE PER NEC 2503-#4, #8 AWGIN 1.5" CONDUITHDIWH-1IWH-2SCNC F-12552100 Gateway Centre BlvdSuite 100Morrisville, NC 27560Ph: 919.840.9300Fx: 919.840.9600www.sigmaes.comSigma Project #: 19025Sigma Engineered Solutions, PCNC ENG LIC# C-2490NEW HANOVER COUNTY, NORTH CAROLINANEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECTNC F-12555400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500PERMIT SET - NOT FOR CONSTRUCTIONELECTRICAL LIGHTINGAND POWER PLANE-DRAW-E200.DWGE200 PLAN 2-STAFF BUILDING1/4" = 1'- 0"12024LIGHTING SCHEDULE-2NONENSTBRDARDA PANELBOARD SCHEDULE-3NONEELECTRICAL RISER-1NONE