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NHC Landfill Convenience Center - Proposed Site Plan 5.21.2021MA Y 2 0 2 1 NEW H A N O V E R C O U N T Y L A N D F I L L CONVENIENC E C E N T E R R E D E V E L O P M E N T P R O J E C T WILMIN G T O N , N E W H A N O V E R C O U N T Y , N O R T H C A R O L I N A PE R M I T S E T - S E C O N D S U B M I T T A L ( 5 / 1 9 / 2 0 2 0 1 ) RKnow what'sbelow.before you dig.Call 5400 Glenwood Avenue, Suite 4 0 0 CDM Smith Inc.Raleigh, NC 27612 | Tel: (919 ) 3 2 5 - 3 5 0 0 NC F-1255 VICINITY PLAN(NOT TO SCALE)LOCATION PLAN(NOT TO SCALE)PROJECTLOCATION 54 1 0 T r i n i t y R d . # 1 0 2 Ra l e i g h , N C 2 7 6 0 7 91 9 - 8 6 6 - 4 9 5 1 NORTHEAST CAPE FEAR RIVER LAKESUTTON (2 R E Q U I R E D ) MO U N T I N G H E I G H T S FI N I S H F L O O R 2' - 10" 4' - 0" MAX. TO REFLECTIVE SURFACE 3' - 4" MAX. 5' - 4" 4' - 4" 4' - 0" 4' - 0" MAX. 2'-5" MIN. CLR. AC C E S S I B L E S T A L L GB 3 6 GB 4 2 ND TH 1' - 6 " 17"-19" 3' - 0 " 6 " MA X . 3' - 0 " MA X . 18" - 48" 3' - 6 " 1 ' - 0 " MA X . EL E C / D A T A O U T L E T LI G H T S W I T C H GA N G O F D I M M E R S W I T C H E S KE Y P A D PH O N E O R S E C O N D R O W OF S W I T C H E S TH E R M O S T A T FI R E S T R O B E TY P I C A L D E V I C E S A T D O O R (C O O R D . W I T H P L A N S ) ELEC/DATA OUTLETLIGHT SWITCHGANG OF DIMMER SWITCHESPHONE OR SECOND ROW OF SWITCHESTHERMOSTATFIRE STROBE TYPICAL DEVICES AT EDGE OF WALL(COORD. WITH PLANS) 6" T Y P . U . O . N . 6" TYP. U.O.N.ELEC/DATA OUTLETLIGHT SWITCHPHONE OR SECOND ROW OF SWITCHESTHERMOSTATFIRE STROBE TYPICAL DEVICES AT COLUMN(COORD. WITH PLANS)EQ.EQ.EXIT 1' - 0"U.O.N ON INTERIOR ELEVATIONS 3"ILLUMINATED EXIT SIGN,WALL MOUNTED ROOM SIGN, MOUNT ON LATCH SIDE OF DOOR TYPICAL SIGNAGE (COORD. WITH PLANS) MAX AT HANDLE SO A P DI S P E N S E R PA P E R T O W E L DI S P E N S E R CO A T H O O K - AD A CO A T H O O K MI R R O R - AD A LA V A T O R Y - AD A FI R E E X T I N G U I S H E R CA B I N E T 33"-36" 33"-36" 39"-41" GB 1 8 39 " - 4 1 " 18" MIN SE E P L U M B I N G S H E E T S F O R F I X T U R E S P E C I F I C A T I O N S TO OPERABLE PARTS 4' - 0" MAX. HA N D D R Y E R - AD A ROOM NAME 101 1101 0 A1011SYMBOL LEGEND ROOM NAME AND NUMBER DOOR NUMBER WALL TYPE WINDOW TYPE BUILDING ELEVATION INTERIOR ELEVATION BUILDING SECTION WALL SECTION EGRESS ARROW COLUMN BUBBLE PLAN OR SECTION DETAIL NORTH ARROWDRAWING NUMBER SHEET WHERE SECT. IS DRAWN COLUMN LINE NUMBER OR LETTER CENTERLINE DRAWING NUMBER SHEET WHERE DETAIL IS DRAWNAREA DETAILEDSHEET WHERE ELEV . IS DRAWN DRAWING NUMBER SHEET WHERE ELEV. IS DRAWNDRAWING NUMBER 1A201 A2111 234 A2111 DRAWING NUMBER SHEET WHERE SECT. IS DRAWNA2111A AB B R E V I A T I O N S @ A T AB A I R B A R R I E R A/ C A I R C O N D I T I O N ( E R ) ( I N G ) AC C A C C E S S I B L E AC M A L U M I N U M C O M P O S I T E M A T E R I A L AD J A D J A C E N T AF F A B O V E F I N I S H F L O O R AL A L U M I N U M AL T A L T E R N A T E AR C H A R C H I T E C T ( U R A L ) BD B O A R D BF F B E L O W F I N I S H F L O O R BL D G B U I L D I N G BL K G B L O C K I N G BO S B O T T O M O F S T E E L BR G B E A R I N G CG C O R N E R G U A R D CJ C O N T R O L J O I N T CL C E N T E R L I N E CL G C E I L I N G CM U C O N C R E T E M A S O N R Y U N I T CO L C O L U M N CO N C C O N C R E T E CO N T C O N T I N U O U S CP T C A R P E T CW C U R T A I N W A L L DE M O D E M O L ( I S H ) ( I T I O N ) DF D R I N K I N G F O U N T A I N DI A D I A M E T E R DI M D I M E N S I O N DN D O W N DT L D E T A I L DS D O W N S P O U T DW G D R A W I N G EA E A C H EI F S E X T E R I O R I N S U L A T I O N A N D F I N I S H S Y S T E M EL E C E L E C T R I C A L EO D E D G E O F D E C K EO S E D G E O F S T E E L EQ E Q U A L EW C E L E C T R I C W A T E R C O O L E R EX S T E X I S T I N G EX T E X T E R I O R FD F L O O R D R A I N FE F I R E E X T I N G U I S H E R FE C F I R E E X T I N G U I S H E R C A B I N E T FI N F I N I S H FL R F L O O R FF F I N I S H F L O O R FP R F F I R E P R O O F I N G FR T F I R E R E T A R D A N T T R E A T E D FT F O O T / F E E T FV F I E L D V E R I F Y GA G A U G E GA L V G A L V A N I Z E D GC G E N E R A L C O N T R A C T O R GF R C G L A S S F I B E R R E I N F O R C E D C O N C R E T E GL G L A S S GW B G Y P S U M W A L L B O A R D GY P G Y P S U M HG T H E I G H T HM H O L L O W M E T A L HR H O U R HV A C H E A T I N G , V E N T I L A T I N G , A N D A I R C O N D I T I O N I N G IN F O I N F O R M A T I O N IN T I N T E R I O R JT J O I N T LA V L A V A T O R Y LB P O U N D LH L E F T H A N D LV O C L O W V O C MA X M A X I M U M ME C H M E C H A N I C A L MF R M A N U F A C T U R E R MI N M I N I M U M MI S C M I S C E L L A N E O U S MO M A S O N R Y O P E N I N G MT L M E T A L NN O R T H NA N O T A P P L I C A B L E NC N O N - C O M B U S T I B L E NC S B C N O R T H C A R O L I N A S T A T E B U I L D I N G C O D E NI C N O T I N C O N T R A C T NO N U M B E R NT S N O T T O S C A L E OC O N C E N T E R OP P O P P O S I T E OM O R N A M E N T A L M E T A L PL P L A T E PL A M P L A S T I C L A M I N A T E PL B G P L U M B I N G PM E P L U M B I N G , M E C H A N I C A L , E L E C T R I C A L PT P R E S S U R E T R E A T E D PV C P O L Y V I N Y L C H L O R I D E PW D P L Y W O O D RC P R E F L E C T E D C E I L I N G P L A N RD R O O F D R A I N RD L R O O F D R A I N L E A D E R RE F R E F R I G E R A T O R RE I N F R E I N F O R C E ( D ) ( I N G ) ( M E N T ) RE Q R E Q U I R E D RH R I G H T H A N D RM R O O M RO R O U G H O P E N I N G RT U R O O F T O P U N I T SC W S O L I D C O R E W O O D SF S Q U A R E F O O T / F E E T SF T S T O R E F R O N T SI M S I M I L A R SP E C S P E C I F I C A T I O N SQ S Q U A R E SS S T A I N L E S S S T E E L ST D S T A N D A R D ST L S T E E L SU S P S U S P E N D E D T& G T O N G U E & G R O O V E TH R U T H R O U G H TL T T O I L E T TO B B T O P O F B O N D B E A M TO M T O P O F M A S O N R Y TO P T O P O F P A R A P E T TO S T O P O F S T E E L TS T A T T H E R M O S T A T TY P T Y P I C A L UL U N D E R W R I T E R S L A B O R A T O R Y UO N U N L E S S O T H E R W I S E N O T E D VB V A P O R B A R R I E R VC T V I N Y L C O M P O S I T I O N T I L E VI F V E R I F Y I N F I E L D W/ W I T H W/ I W I T H I N W/ O W I T H O U T WC W A T E R C L O S E T WD W O O D WT W E I G H T WW F W E L D E D W I R E F A B R I C MA T E R I A L L E G E N D CM U BA T T I N S U L A T I O N WO O D BR I C K ST E E L GR O U T , M O R T A R , SA N D , O R P R E C A S T AL U M I N U M CO N C R E T E CA R P E T SO I L F I L L RO C K F I L L GY P S U M B O A R D RI G I D I N S U L A T I O N PL Y W O O D WO O D B L O C K I N G (C O N T I N U O U S ) WO O D B L O C K I N G (I N T E R R U P T E D ) GENERAL NOTES 1. 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. CD M S m i t h I n c . 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 NC F - 1 2 5 5 HA Project No. 1902133920-237812 DE S I G N E D B Y : DR A W N B Y : CR O S S C H K ' D B Y : AP P R O V E D B Y : DA T E : SH E E T C H K ' D B Y : SHEET NO. RE V . NO . DA T E DR W N CH K D PROJECT NO.:FILE NAME: RE M A R K S P 9 1 9 . 4 1 7 . 3 7 8 8 WW W . H U F F M A N A R C H . C O M 63 2 P e r s h i n g R o a d Ra l e i g h , N o r t h C a r o l i n a 2 7 6 0 8 NORTHCAROLINACORPORATESEALArchitectsPHuffmanA.. NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A A BC D E FGH 1 2 3 4 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. NORTHCAROLINAREGISTERE11663WDARCHITECT RALEIGH ,N .C .MIRANDADONERPOTTHOFF G004 MA Y 2 0 2 1 ISSUE FOR BIDARCHITECTURAL ABBREVIATIONS,SYMBOLS, AND GENERAL NOTES MD P AB S MD P AB S MD P Do c u S i g n E n v e l o p e I D : 0 D 0 A C 9 2 A - 0 E 2 E - 4 9 B 3 - B 7 7 7 - 5 D 9 A 0 9 6 6 4 1 E 7 5/13/2021 NA M E O F P R O J E C T : AD D R E S S : OW N E R / A U T H O R I Z E D A G E N T : E- M A I L : J S U L E Y M A N @ N H C G O V . C O M PH O N E : 9 1 0 . 7 9 8 . 4 4 0 8 AR C H I T E C T U R A L CI V I L EL E C T R I C A L PL U M B I N G ME C H A N I C A L SP R I N K L E R ST R U C T U R A L FL O O R EX I S T I N G ( S Q F T ) NE W ( S Q F T ) SU B - T O T A L FI R M NA M E LI C E N S E # PH O N E # RE T A I N I N G W A L L S > 5 ' H I G H 20 1 8 A P P E N D I X B B U I L D I N G C O D E S U M M A R Y 52 1 0 U S - 4 2 1 N , W i l m i n g t o n , N C 2 8 4 0 2 1 HU F F M A N A R C H I T E C T S 11 6 6 3 (9 1 9 ) 2 7 0 - 6 4 5 5 (9 1 9 ) 8 4 0 - 9 3 0 0 NE W B U I L D I N G DE S I G N E R GR O S S B U I L D I N G A R E A T A B L E : 20 1 8 N C B U I L D I N G C O D E : MI R A N D A P O T T H O F F SI G M A E N G I N E E R D S O L . RE G I N A L D A D A M S 19 6 5 8 NE W H A N O V E R C O U N T Y L A N D F I L L - C O N V E N I E N C E C E N T E R R E D E V E L O P M E N T NE W H A N O V E R C O U N T Y , J O E S U L E Y M A N OW N E D B Y : CI T Y / C O U N T Y PR I V A T E ST A T E CI T Y CO U N T Y ST A T E CO D E E N F O R C E M E N T J U R I S D I C T I O N : PR O P O S E D U S E : OF F I C E B U I L D I N G LE A D D E S I G N P R O F E S S I O N A L : M I R A N D A P O T T H O F F , H U F F M A N A R C H I T E C T S AD D I T I O N RE N O V A T I O N BA S I C B U I L D I N G D A T A CO N S T R U C T I O N T Y P E : I- A I- B II - A II - B II I - A II I - B IV V - A V- B SP R I N K L E R S : NO PA R T I A L YE S N F P A 1 3 N F P A 1 3 R N F P A 1 3 D ST A N D P I P E S : NO Y E S CL A S S : I II II I WE T D R Y FI R E D I S T R I C T : NO Y E S FL O O D H A Z A R D A R E A : NO YE S SP E C I A L I N S P E C T I O N S R E Q U I R E D : EM A I L FI R E A L A R M LA N D S C A P E LY S A G H T & A S S O C I A T E S MI R A N D A @ H U F F M A N A R C H . C O M RA D A M S @ S I G M A E S . C O M DE S I G N L O A D S IM P O R T A N C E F A C T O R S : S N O W ( I ) : SE I S M I C ( I ) : LI V E L O A D S : R O O F ME Z Z A N I N E FL O O R GR O U N D S N O W L O A D : WI N D L O A D : U L T I M A T E W I N D S P E E D 1 4 7 EX P O S U R E C A T E G O R Y C S E MP H ( A S C E - 7 ) ST R U C T U R A L D E S I G N SE I S M I C D E S I G N C A T E G O R Y A B C D PR O V I D E T H E F O L L O W I N G S E I S M I C D E S I G N P A R A M E T E R S : RI S K C A T E G O R Y ( T A B L E 1 6 0 4 . 5 ) I I I I I I I V SP E C T R A L R E S P O N S E A C C E L E R A T I O N S % g S % g SI T E C L A S S I F I C A T I O N ( A S C E 7 ) A B C D E F DA T A S O U R C E : F I E L D T E S T P R E S U M P T I V E H I S T O R I C A L D A T A BA S I C S T R U C T U R A L S Y S T E M ( C H E C K O N E ) BE A R I N G W A L L D U A L W / S P E C I A L M O M E N T F R A M E BU I L D I N G F R A M E D U A L W / I N T E R M E D I A T E R / C O R S P E C I A L S T E E L MO M E N T F R A M E I N V E R T E D P E N D U L U M AN A L Y S I S P R O C E D U R E S I M P L I F I E D E Q U I V A L E N T L A T E R A L F O R C E D Y N A M I C AR C H I T E C T U R A L , M E C H A N I C A L , C O M P O N E N T S A N C H O R E D ? Y E S N O LA T E R A L D E S I G N C O N T R O L : E A R T H Q U A K E W I N D SO I L B E A R I N G C A P A C I T I E S FI E L D T E S T ( P R O V I D E C O P Y O F T E S T R E P O R T ) 2 0 0 0 P S F PR E S U M P T I V E B E A R I N G C A P A C I T Y P S F PI L E S I Z E , T Y P E , A N D C A P A C I T Y PS F PS F PS F PS F US E WA T E R C L O S E T S MA L E F E M A L E U N I S E X UR I N A L S LA V A T O R I E S SHOWERS/TUBSDRINKING FOUNTAINS REGULAR ACCESSIBLE MA L E F E M A L E U N I S E X PL U M B I N G F I X T U R E R E Q U I R E M E N T S (T A B L E 2 9 0 2 . 1 ) S 1 SP E C I A L A P P R O V A L S SP E C I A L A P P R O V A L : ( L O C A L J U R I S D I C T I O N , D E P A R T M E N T O F I N S U R A N C E , O S C , D P I , D H H S , I C C , E T C . , D E S C R I B E B E L O W ) N/ A ST O R Y NO . DE S C R I P T I O N A N D U S E (A ) BL D G A R E A PE R S T O R Y (A C T U A L ) (B ) TA B L E 5 0 6 . 2 AR E A (C ) AR E A F O R FR O N T A G E IN C R E A S E (D ) AL L O W A B L E AR E A O R UN L I M I T E D (E ) MA X I M U M BU I L D I N G AR E A 1. F R O N T A G E A R E A I N C R E A S E S F R O M S E C T I O N 5 0 6 . 3 A R E C O M P U T E D T H U S : A . P E R I M E T E R W H I C H F R O N T S A P U B L I C W A Y O R O P E N S P A C E H A V I N G 2 0 F E E T M I N I M U M W I D T H = 9 7 F T ( F ) B . T O T A L B U I L D I N G P E R I M E T E R = 9 7 F T ( P ) C . R A T I O ( F / P ) = 9 7 / 9 7 = 1 ( F / P ) D . W = M I N I M U M W I D T H O F P U B L I C W A Y = 3 0 F T ( W ) E . P E R C E N T O F F R O N T A G E I N C R E A S E I = 1 0 0 [ 9 7 / 9 7 - 0 . 2 5 ] x 3 0 / 3 0 = 1 0 0 [ 1 - 0 . 2 5 ] x 3 0 / 3 0 = 7 5 ( % ) 2. U N L I M I T E D A R E A A P P L I C A B L E U N D E R C O N D I T I O N S O F S E C T I O N 5 0 7 . 3. M A X I M U M B U I L D I N G A R E A = T O T A L N U M B E R O F S T O R I E S I N T H E B U I L D I N G x D ( M A X I M U M 3 S T O R I E S ) ( 5 0 6 . 2 ) 4. T H E M A X I M U M A R E A O F O P E N P A R K I N G G A R A G E S M U S T C O M P L Y W I T H T A B L E 4 0 6 . 5 . 4 . 5. F R O N T A G E I N C R E A S E I S B A S E D O N T H E U N S P R I N K L E R E D A R E A V A L U E I N T A B L E 5 0 6 . 2 . f 5 13 4 AL L O W A B L E H E I G H T AL L O W A B L E (T A B L E 5 0 4 . 3 ) SH O W N O N P L A N S CO D E RE F E R E N C E BL D G H E I G H T I N F E E T BL D G H E I G H T I N S T O R I E S FE E T 5 5 ST O R I E S 3 S T O R I E S 1 1 O F F I C E / B R E A K R O O M 52 7 2 3 , 0 0 0 1 7 , 2 5 0 11 ' - 2 " T5 0 4 . 3 T5 0 4 . 4 ST A F F O F F I C E (O C C U P A N T L O A D = 1 8 ) RE Q U I R E D F I X T U R E S TO T A L P R O V I D E D LI F E S A F E T Y S Y S T E M R E Q U I R E M E N T S NO NO YE S YE S EM E R G E N C Y L I G H T I N G : EX I T S I G N S : NO Y E S FI R E A L A R M : NO Y E S SM O K E D E T E C T I O N S Y S T E M S : NO Y E S PA N I C H A R D W A R E : PA R T I A L LI F E S A F E T Y P L A N S H E E T # : FI R E A N D / O R S M O K E R A T E D W A L L L O C A T I O N S ( C H A P T E R 7 ) AS S U M E D & R E A L P R O P E R T Y L I N E L O C A T I O N S EX T E R I O R W A L L O P E N I N G A R E A W I T H R E S P E C T T O D I S T A N C E T O A S S U M E D P R O P E R T Y L I N E S ( 7 0 5 . 8 ) EX I S T I N G S T R U C T U R E S W I T H I N 3 0 ' O F T H E P R O P O S E D B U I L D I N G OC C U P A N C Y T Y P E S F O R E A C H A R E A A S I T R E L A T E S T O O C C U P A N T L O A D C A L C U L A T I O N ( T A B L E 1 0 0 4 . 1 . 1 ) OC C U P A N T L O A D S F O R E A C H A R E A EX I T A C C E S S T O T R A V E L D I S T A N C E S ( 1 0 1 6 ) CO M M O N P A T H O F T R A V E L D I S T A N C E S ( 1 0 1 4 . 3 & 1 0 2 8 . 8 ) DE A D E N D L E N G T H S ( 1 0 1 8 . 4 ) CL E A R E X I T W I D T H S F O R E A C H D O O R MA X I M U M C A L C U L A T E D O C C U P A N T L O A D C A P A C I T Y E A C H E X I T D O O R C A N A C C O M O D A T E B A S E D O N E G R E S S W I D T H ( 1 0 0 5 . 1 ) AC T U A L O C C U P A N T L O A D F O R E A C H E X I T D O O R A S E P A R A T E S C H E M A T I C P L A N I N D I C A T I N G W H E R E F I R E R A T E D F L O O R / C E I L I N G A N D / O R R O O F S T R U C T U R E I S PR O V I D E D F O R P U R P O S E S O F O C C U P A N C Y S E P A R A T I O N LO C A T I O N O F D O O R S W I T H P A N I C H A R D W A R E ( 1 0 0 8 . 1 . 1 0 ) LO C A T I O N O F D O O R S W I T H D E L A Y E D E G R E S S L O C K S & T H E A M O U N T O F D E L A Y ( 1 0 0 8 . 1 . 9 . 7 ) LO C A T I O N O F D O O R S E Q U I P P E D W I T H H O L D - O P E N D E V I C E S LO C A T I O N O F E M E R G E N C Y E S C A P E W I N D O W S ( 1 0 2 9 ) LI F E S A F E T Y P L A N R E Q U I R E M E N T S se e A 1 0 1 TH E S Q U A R E F O O T A G E O F E A C H F I R E A R E A ( 9 0 2 ) TH E S Q U A R E F O O T A G E O F E A C H S M O K E C O M P A R T M E N T ( 4 0 7 . 4 ) NO T E A N Y C O D E E X C E P T I O N S O R T A B L E N O T E S T H A T M A Y H A V E B E E N U T I L I Z E D R E G A R D I N G T H E I T E M S A B O V E LO C A T I O N O F D O O R S W I T H E L E C T R O M A G N E T I C E G R E S S L O C K S ( 1 0 0 8 . 1 . 9 . 8 ) N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A AC C E S S I B L E P A R K I N G (S E C T I O N 1 1 0 6 ) LO T O R PA R K I N G AR E A TO T A L # O F P A R K I N G S P A C E S RE Q U I R E D P R O V I D E D # O F A C C E S S I B L E S P A C E S P R O V I D E D RE G U L A R W I T H 5 ' AC C E S S A I S L E VAN SPACES WITH TOTAL # ACCESSIBLE PROVIDED132" ACCESS AISLE8' ACCESS AISLE PA R K I N G A T B U I L D I N G TO T A L (7 0 4 ) 2 0 8 - 2 2 1 0 CD M S M I T H 79 2 9 (9 1 9 ) 8 3 3 . 0 4 9 5 C H U C K @ L Y S A G H T A S S O C I A T E S . C O M CH A R L E S L Y S A G H T 40 , 2 5 0 MA R T I N S A N F O R D 03 6 6 9 1 SA N F O R D M D @ C D M S M I T H . C O M 1. 0 1. 0 20 N/ A 10 0 10 ENERGY SUMMARY ENERGY 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 ZONE345 METHOD OF COMPLIANCE PRESCRIPTIVE (ENERGY CODE)PERFORMANCE (ENERGY CODE)PRESCRIPTIVE (ASHRAE 90.1)PERFORMANCE (ASHRAE 90.1)THERMAL ENVELOPE ROOF/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 GRADE DESCRIPTION OF ASSEMBLY:U-VALUE OF TOTAL ASSEMBLY:R-VALUE OF INSULATION:HORIZONTAL/VERTICAL REQUIREMENT:SLAB HEATED:N/A N/AN/A N/AN/AN/ASEE SHEETS A421 AND A422 AND A525SEE CALCULATIONS ON A421 AND A422 SEE SHEETS A421, A422, A501, A502 AND OTHER DETAILS0.089 SEE A421 AND A422 0.78 NOT REQUIRED, VERTICAL SHOWN N/AN/AN/AN/A N/AR-7.6 CONTINUOUSR-25 CONTINUOUS + TAPERED 0.29 0N/A0.23 ME C H A N I C A L S U M M A R Y ME C H A N I C A L S Y S T E M S , S E R V I C E S Y S T E M S A N D E Q U I P M E N T TH E R M A L Z O N E 3 A WI N T E R D R Y B U L B 2 3 D E G R E E S SU M M E R D R Y B U L B 9 3 D E G R E E S IN T E R I O R D E S I G N C O N D I T I O N S WI N T E R D R Y B U L B 7 0 D E G R E E S SU M M E R D R Y B U L B 7 5 D E G R E E S BU I L D I N G H E A T I N G L O A D 1 3 . 4 M B H BU I L D I N G C O O L I N G L O A D 1 8 . 5 M B H UN I T A R Y DE S C R I P T I O N O F U N I T S P L I T S Y S T E M H E A T P U M P HE A T I N G E F F I C I E N C Y 9 . 0 B T U H / W A T T H S P F ME C H A N I C A L S P A C I N G C O N D I T I O N I N G S Y S T E M CO O L I N G E F F I C I E N C Y 1 6 S E E R HE A T O U T P U T O F U N I T 1 1 . 8 M B H W / 3 . 6 K W E L E C T R I C H E A T CO O L I N G O U T P U T O F U N I T 1 8 . 8 M B H BO I L E R N / A SI Z E C A T E G O R Y . I F O V E R S I Z E D , S T A T E R E A S O N CH I L L E R N / A SI Z E C A T E G O R Y . I F O V E R S I Z E D , S T A T E R E A S O N ELECTRICAL SUMMARY THIS SECTION REQUIRED FOR ALL PROJECTS THAT INCLUDE ELECTRICAL DESIGN.ELECTRICAL SYSTEM AND EQUIPMENT METHOD OF COMPLIANCE: PRESCRIPTIVEPERFORMANCE LIGHTING SCHEDULE (EACH FIXTURE TYPE)LAMP TYPE REQUIRED IN FIXTURESEE FIXTURE SCHEDULE NUMBER OF LAMPS IN FIXTURESEE FIXTURE SCHEDULE BALLAST TYPE USED IN THE FIXTURESEE FIXTURE SCHEDULE NUMBER OF BALLASTS IN FIXTURESEE FIXTURE SCHEDULE TOTAL WATTAGE PER FIXTURE SEE FIXTURE SCHEDULE TOTAL INTERIOR WATTAGE SPECIFIED VS. ALLOWED 500 VS 1000 TOTAL EXTERIOR WATTAGE SPECIFIED VS. ALLOWED 200 VS 700 ADDITIONAL PRESCRIPTIVE COMPLIANCE 506.2.1 MORE EFFICIENT MECHANICAL EQUIPMENT 506.2.2 REDUCED LIGHTING POWER DENSITY 506.2.3 ENERGY RECOVERY VENTILATION SYSTEMS 506.2.4 HIGHER EFFICIENCY SERVICE WATER HEATING 506.2.5 ON-SITE SUPPLY OF RENEWABLE ENERGY 506.2.6 AUTOMATIC DAYLIGHTING CONTROL SYSTEMSSECTION 502.4.3 SEALING OF BUILDING ENVELOPE (INDICATE WHERE DETAILS ARE IN THE SET)JOINT AROUND FENESTRATION AND DOOR FRAMES JUNCTION 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:PRESCRIPTIVEPERFORMANCEASHRAE 90.1: N/ A N/ A 40 , 2 5 0 (9 1 9 ) 5 3 2 - 3 2 4 3 TI M M O N S G R O U P JO N A T H A N B L A S C O 20 6 9 JO N . B L A S C O @ T I M M O N S . C O M SI G M A E N G I N E E R D S O L . RE G I N A L D A D A M S 19 6 5 8 RA D A M S @ S I G M A E S . C O M SI G M A E N G I N E E R D S O L . PA U L R O M I T I 02 6 5 8 1 PR O M I T I @ S I G M A E S . C O M SI G M A E N G I N E E R D S O L . SI G M A E N G I N E E R D S O L . (9 1 9 ) 8 4 0 - 9 3 0 0 (9 1 9 ) 8 4 0 - 9 3 0 0 (9 1 9 ) 8 4 0 - 9 3 0 0 (9 1 9 ) 8 4 0 - 9 3 0 0 PR O M I T I @ S I G M A E S . C O M PR O M I T I @ S I G M A E S . C O M 311 311 NO Y E S PR I M A R Y O C C U P A N C Y C A L C U L A T I O N PR I M A R Y O C C U P A N C Y : A- 1 AS S E M B L Y : A- 2 A - 3 A - 4 A - 5 BU S I N E S S E D U C A T I O N A L F A C T O R Y - I N D U S T R I A L : F- 1 F- 2 HI G H - H A Z A R D : H- 1 H - 2 H - 3 H - 4 H- 5 IN S T I T U T I O N A L : I- 1 I - 2 I - 3 I - 4 I- 3 U S E C O N D I T I O N : 1 2 3 4 5 ME R C A N T I L E R E S I D E N T I A L : R- 1 R - 2 R - 3 R - 4 ST O R A G E : S- 1 S - 2 H I G H - P I L E D UT I L I T Y A N D M I S C E L L A N E O U S RE P A I R G A R A G E ( 4 0 6 . 6 ) OT H E R U S E S : SP E C I A L U S E S : 40 5 4 0 6 4 0 7 4 0 8 4 0 9 40 4 4 0 3 4 0 2 41 0 4 1 1 4 1 2 41 7 4 1 8 4 1 9 4 2 0 4 2 1 41 6 4 1 5 4 1 4 4 1 3 MI X E D O C C U P A N C Y : NO Y E S SE P A R A T I O N : NO N - S E P A R A T E D M I X E D O C C U P A N C Y ( 5 0 8 . 3 . 2 ) SE P A R A T E D M I X E D O C C U P A N C Y ( 5 0 8 . 3 . 3 ) AC T U A L A R E A O F O C C U P A N C Y A + A C T U A L A R E A O F O C C U P A N C Y B < 1 AL L O W A B L E A R E A O F O C C U P A N C Y A A L L O W A B L E A R E A O F O C C U P A N C Y B AC C E S S O R Y U S E S ( I N D I C A T E P E R C E N T A G E S ) : S- 1 S P E C I A L C O N D I T I O N : OP E N ( 4 0 6 . 3 ) S- 2 S P E C I A L C O N D I T I O N - P A R K I N G G A R A G E : EN C L O S E D ( 4 0 6 . 4 ) IN C I D E N T A L U S E S : S T O R A G E EX C E P T I O N : AL L O W A B L E A R E A BU I L D I N G E L E M E N T RE Q ' D * DE T A I L # AN D SH E E T # DE S I G N # F O R RA T E D AS S E M B L I E S DE S I G N # FO R R A T E D PE N E T R A T I O N DE S I G N # FO R R A T E D JO I N T S IN T E R I O R IN T E R I O R W A L L S & P A R T I T I O N S FL O O R C O N S T R U C T I O N I N C L U D I N G SU P P O R T I N G B E A M S A N D J O I S T S - LI S T C O N S T R U C T I O N T Y P E CO R R I D O R S E P A R A T I O N OC C U P A N C Y S E P A R A T I O N PA R T Y / F I R E W A L L S E P A R A T I O N IN C I D E N T A L U S E S E P A R A T I O N SM O K E B A R R I E R S E P A R A T I O N SH A F T - O T H E R ( D E S C R I B E ) * I N D I C A T E S E C T I O N N U M B E R P E R M I T T I N G R E D U C T I O N RO O F C O N S T R U C T I O N I N C L U D I N G SU P P O R T I N G B E A M S A N D J O I S T S * * SH A F T S - E X I T E N C L O S U R E S N/ A N/ A N/ A LI F E S A F E T Y P L A N S H E E T # , I F P R O V I D E D : FI R E SE P A R A T I O N DI S T A N C E (F E E T ) RA T I N G ST R U C T U R A L F R A M E , I N C L U D I N G CO L U M N S , G I R D E R S , T R U S S E S BE A R I N G W A L L S EX T E R I O R NO R T H EA S T WE S T SO U T H NO N - B E A R I N G W A L L S EX T E R I O R NO R T H EA S T WE S T SO U T H DW E L L I N G / S L E E P I N G U N I T SE P A R A T I O N OV E R 3 0 ' N/ A N/ A N/ A N/ A 30 ' 30 ' 30 ' 30 ' N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A FI R E P R O T E C T I O N R E Q U I R E M E N T S TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S FL O O R C E I L I N G A S S E M B L Y CO L U M N S S U P P O R T I N G F L O O R S CO L U M N S S U P P O R T I N G R O O F RO O F C E I L I N G A S S E M L B Y TE N A N T S E P A R A T I O N N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ ANC N/ A N / A N/ A N / A NC NC NC NC NC NCN/ A N/ A N/ A PE R C E N T A G E O F W A L L O P E N I N G C A L C U L A T I O N S TH I S S E C T I O N R E Q U I R E D F O R A D D I T I O N S , N E W , A N D C H A N G E O F U S E AL L O W A B L E O P E N I N G S P E R T A B L E 7 0 5 . 8 NO L I M I T 1S T T I M E I N T E R I O R C O M P L E T I O N SH E L L / C O R E PH A S E D C O N S T R U C T I O N - S H E L L / C O R E 3R D F L O O R 2N D F L O O R ME Z Z A N I N E 1S T F L O O R BA S E M E N T TO T A L N/ A N/ A N / A 52 7 N/ A N/ A N/ A N/ A N/ A N/ A N / A 52 7 N/ A N/ A N / A 52 7 N/ A N/ A N/ A N/ A N/ A N/ A 11 11 11 PE R 2 9 0 2 . 2 , E X C E P T I O N 2 , S E P A R A T E F A C I L I T I E S N O T R E Q U I R E D I F O C C U P A N T L O A D I S 2 5 O R F E W E R . 20.46.2 SU M M E R W E T B U L B 7 9 D E G R E E S PA U L R O M I T I 02 6 5 8 1 PA U L R O M I T I 02 6 5 8 1 AN ACCESSIBLE WATER COOLER WILL BE PROVIDED BY THE OWNER IN LIEU OF A DRINKING FOUNTAIN CD M S m i t h I n c . 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 NC F - 1 2 5 5 HA Project No. 1902133920-237812 DE S I G N E D B Y : DR A W N B Y : CR O S S C H K ' D B Y : AP P R O V E D B Y : DA T E : SH E E T C H K ' D B Y : SHEET NO. RE V . NO . DA T E DR W N CH K D PROJECT NO.:FILE NAME: RE M A R K S P 9 1 9 . 4 1 7 . 3 7 8 8 WW W . H U F F M A N A R C H . C O M 63 2 P e r s h i n g R o a d Ra l e i g h , N o r t h C a r o l i n a 2 7 6 0 8 NORTHCAROLINACORPORATESEALArchitectsPHuffmanA.. NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A A BC D E FGH 1 2 3 4 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. NORTHCAROLINAREGISTERE11663WDARCHITECT RALEIGH ,N .C .MIRANDADONERPOTTHOFF G101 MA Y 2 0 2 1 ISSUE FOR BIDBUILDING CODE SUMMARY MD P AB S MD P AB S MD P Do c u S i g n E n v e l o p e I D : 0 D 0 A C 9 2 A - 0 E 2 E - 4 9 B 3 - B 7 7 7 - 5 D 9 A 0 9 6 6 4 1 E 7 5/13/2021 D-05 6' 22.0'105.6' 8'57.2' 12.1' PAVING TO REMAIN 13.7' 39.4' D-12 D-04 D-10 D-08 D-06 D-06 D-07 D-02 D-06 D-05 D-16 D-06 D-16 D-17 D-17 D-15 D-06 D-01 D-03 D-04 D-09 D-06 D-13D-14 D-11 D-15 D-11 D-02 D-02 D-18 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 (9) NINE WOODEN POLES IN THEIRENTIRETY, INCLUDING ANY FOOTINGS PRIOR TO CONSTRUCTION. OWNER TO REMOVE AND DISPOSE OF SIGN IN ITS ENTIRETY, INCLUDING ANY FOOTINGS PRIOR TO CONSTRUCTION. OWNER TO REMOVE TREES IN THEIR ENTIRETY PRIOR TO CONSTRUCTION. REMOVE WATER LINE TO LIMITS SHOWN. CAP CONNECTION TOMAIN 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 BYOWNER. OWNER TO REMOVE FENCE IN ITS ENTIRETY, INCLUDING ANYFOOTINGS, TO LIMITS SHOWN PRIOR TO CONSTRUCTION. PROTECT EXISTING BUILDING. PROTECT EXISTING LOADING DOCK WALL THROUGHOUT CONSTRUCTION. CONCRETE RUBBLE AND PALETTE PILES. COUNTY TO REMOVEPILES, BUT CONTRACTOR RESPONSIBLE FOR ANY UNSUITABLESOIL. DEMOLISH AND REMOVE FLARED END SECTION. DEMOLISH AND REMOVE 36` RCP PIPE TO LIMITS SHOWN. CLEAR AND GRUB EXISTING VEGETATION 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 LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECT © 2 0 2 0 NC F-1255 5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500 ISSUE FOR BID 5410 Trinity Road, Suite 102 Raleigh, NC 27607Office 919.866.4951North Carolina License No. C-1652 5/13/2021 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 beprotected 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 operationthat 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 thespecifications of the appropriate governmental agency and New Hanover County. 10.An on-site pre-construction meeting must be heldprior 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 toowner 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 tothe 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 asshown 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. PRO P O S E D SEP T I C F I E L D ASPHALTPAVING EX. CONCPAVING EX. METALBLDG NEWBLDG PARKINGFOR 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' MAINTAIN EXISTINGROAD EDGE EXISTING EDGEOF PAVEMENT 61.2' L-16 45.8' 8.4' 81.2' 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' 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 E - EXPANSIONJOINT (TYP.) SCOREJOINT 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 L-11 SYMBOL DESCRIPTION DETAIL HEAVY DUTY CONCRETE PAVING STANDARD DUTY CONCRETE PAVING. HEAVY DUTY ASPHALT PAVING. GRAVEL PAVING WITH GEO-CELL STABILIZATION NEW OFFICE BUILDING. REFER TO ARCHITECTURAL PLANS. CONCRETE STAIRS. REFER TO ARCHITECTURAL PLANS. 30` STEEL RUNNERS.6/L501 50` STEEL RUNNERS. (BAYS 1, 2 AND 11 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/L502ENGINEERED SHOP DRAWINGS FOR APPROVAL PRIOR TOCONSTUCTION. BLOCKS TO BE STRAIGHT-FACED ANDEARTH-TONE COLOR. CONCRETE BIN BLOCK WALL; 2 COURSES HIGH. REUSE 2/L502SALVAGED BLOCKS IF FEASIBLE ALONG TOP ROW ONLY, OR ASDIRECTED BY ENGINEER. CORNER BLOCKS SHALL BE USED ATALL CORNERS. COORDINATE WITH OWNER FOR FINAL LOCATIONAND 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 AND STRUCTURAL 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 LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECT © 2 0 2 0 NC F-1255 5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500 ISSUE FOR BID 5410 Trinity Road, Suite 102 Raleigh, NC 27607Office 919.866.4951North Carolina License No. C-1652 5/13/2021 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 earthtone 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 ALTERNATE #4 ALTERNATE #2 ALTERNATE #3 ALTERNATE #4 ALTERNATE #3 ALTERNATE #3 ALTERNATE #2 ALTERNATES: REFER TO SPECIFICATION 012300 FOR DEFINITIONS OF ALTERNATES PRO P O S E D SEP T I C F I E L D ASPHALTPAVING EX. CONCPAVING EX. METALBLDG NEWBLDG L-05 L-05 L-06 P P H/C P9' 9'6' 18' STOP BAR; NCDOT DETAIL 1205.01 (TYP.) 20' 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 LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECT © 2 0 2 0 NC F-1255 5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500 ISSUE FOR BID 5410 Trinity Road, Suite 102 Raleigh, NC 27607Office 919.866.4951North Carolina License No. C-1652 5/13/2021 N L210 STRIPING & SIGNAGE PLAN GENERAL STRIPING NOTES: 1.ALL STRIPING SHALL CONFORM TO MUTCD AND NCDOT STANDARD SPECIFICATIONS AND DETAILS. 2.CONTRACTOR SHALL PROVIDE AND INSTALL ALL MUTCD SIGNAGE AS SHOWN ON THE PLANS. 3.OWNER TO PROVIDE ALL INFORMATIONAL SIGNS (NH INFORMATIONAL); CONTRACTOR TO INSTALL SIGNAGE KEY KEY SIGN MUTCD ASTOP R1-1 BONE-WAY R6-2R CDO NOT ENTER R5-1DYIELDR1-2 NHINFORMATIONAL A A A C C C BB B NH NH B D C NH C 29'(2) QUE NIG (5,004 sf) SEED(1,761 sf) SEED (6,135 sf) SEED 6' DIAMETER MULCH RING, TYP. (8,452) ERA SPE (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%, Gallardiapulchella 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 TYPE QUE NIG 2 QUERCUS NIGRA WATER OAK 3" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE ILE SHA 15 ILEX GLABRA `SHAMROCK`SHAMROCK INKBERRY HOLLY 18" HT.3 GAL GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING SOD 7,282 SF BERMUDA SOD SOD ERA SPE 8,452 ERAGROSTIS SPECTABILIS PURPLE LOVEGRASS 4" POT PLUG 24" O.C. SEED 16,878 SF GRASS SEED BERMUDA SEED ROCK 110 SF RIVER JAX RIVER JAX 3"- 5" PLANT SCHEDULE NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECT © 2 0 2 0 NC F-1255 5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500 ISSUE FOR BID 5410 Trinity Road, Suite 102 Raleigh, NC 27607Office 919.866.4951North Carolina License No. C-1652 5/13/2021 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 toMarch 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 LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECT © 2 0 2 0 NC F-1255 5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500 ISSUE FOR BID 5410 Trinity Road, Suite 102 Raleigh, NC 27607Office 919.866.4951North Carolina License No. C-1652 5/13/2021 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 permanufacturer's recommendations); unless otherwise notedb) 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 SPECSON 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 PERMANUFACTURER 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 EQUALWWW.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 WHENIN PAVING UNDISTURBED ORCOMPACTED SUBGRADE 4 STEEL RUNNERS 3" = 1'-0" 6"6" 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 STOP6' LENGTH BY ADAMS PRODUCTSOR APPROVED EQUAL #3 REBAR. 18" LENGTH 6" 8" CONCRETE WHEEL STOP 1 1/2" = 1'-0"5 R112" R112" 38" 38" 1' 9" 9" 1' R112" 38"1'-6" 1' 9" x 1'-0" x .080 STD. ALUM. SIGN TO READ "VAN ACCESSIBLE" BOLT TO POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 1'6" x 1'-0" x .080 STD. ALUM. HANDICAPPED PARKING SIGN TOREAD "RESERVED PARKING" WITHIDENTIFICATION SYMBOL. BOLT TOPOST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 9" x1'-0" x.080 STD. ALUM. SIGNTO READ "MAXIMUM PENALTY $100, GS 20-37.6". BOLT TOPOST W/ 3/8" CANDIUM PLATEDNUTS, 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 ALTERNATE #2 ALTERNATES: REFER TO SPECIFICATION 012300 FOR DEFINITIONS OF ALTERNATES NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY LANDFILLCONVENIENCE CENTER REDEVELOPMENT PROJECT © 2 0 2 0 NC F-1255 5400 Glenwood Avenue, Suite 400Raleigh, NC 27612 | Tel: (919) 325-3500 ISSUE FOR BID 5410 Trinity Road, Suite 102 Raleigh, NC 27607Office 919.866.4951North Carolina License No. C-1652 5/13/2021 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 fillLeveling Pad ApproximateLimits ofExcavation 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 orUnreinforced Concrete Leveling Pad 4" Perforated PVCDrainage 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, spreadevenly 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, PERPLANS, DETAILS COMPACTED SOIL TO CREATE BERM, PILE TO NEAR TOP OF FIRST COURSE OFBLOCKS BLOCKS TO BE SETOFF PAVEMENT 5' MIN / 8' MAX 3 A2 0 1 4 A2 0 1 3 A2 0 1 A2 0 1 1 2 14' - 0" FE BUILT-IN DESK 1' - 8" 26 ' - 0 " 8' - 8" RO O F O V E R H A N G A B O V E 2- T I E R E D L O C K E R S (6 ) S H O W N - P R O V I D E 1 A C C E S S I B L E U N I T MI N . 1 A3 0 1 2 A3 0 1 3 A3 0 1 A5 0 1 3 A5 0 1 4 A5 0 1 2 A5 0 1 1 A5 0 1 6 A5 0 1 5 2 A4 2 1 2 A4 2 2 A4 0 1 1 A4 0 1 4 3 2 A ST A F F O F F I C E 10 0 RE S T R O O M 10 1 ME C H A N I C A L / EL E C T R I C A L 10 3 CL O S E T 10 2 B 10 0 10 2 10 3 10 1 11 ' - 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" 1 A4 2 1 CO N D E N S I N G U N I T - S E E M E C H A N I C A L D R A W I N G S E A4 0 1 5 4 A3 0 1 WA T E R C O O L E R B Y O W N E R AP P L I A N C E S B Y O W N E R A5 0 1 7 MA S O N R Y C J MA S O N R Y C J A5 1 2 1A5 1 2 2 1' - 6" 1 A3 0 1 2 A3 0 1 3 A301 TAPER INSULATION TO SLOPE 1/4" PER 1'-0"4 A3013A525 SINGLE-PLY MEMBRANE ROOFING CO O R D I N A T E W I T H M E C H A N I C A L A N D PL U M B I N G F O R R O O F P E N E T R A T I O N S . SE A L P E R R O O F D E T A I L S T O M E E T A N D MA I N T A I N R O O F I N S T A L L E R A N D MA N U F A C T U R E R ' S W A R R A N T Y 1 A5252A525 2 A5 2 5 WA L L L E G E N D NO T E S 1. A L L D I M E N S I O N S A R E T O F I N I S H E D F A C E O F W A L L . 2. C O O R D I N A T E A N D P R O V I D E B A C K I N G / B L O C K I N G F O R MI L L W O R K A N D I T E M S A T T A C H E D O R M O U N T E D T O W A L L S O R CE I L I N G S . 3. L O C A T E D O O R O P E N I N G S 4 " O F F P E R P E N D I C U L A R W A L L , U. O . N . 4. C O N T R O L J O I N T S ( C J ) A R E L O C A T E D I N M A S O N R Y W A L L S ON T H E F L O O R P L A N A N D E L E V A T I O N S . 5. F I N I S H W A L L T O F L O O R F O R B A S E A D H E S I O N . MA S O N R Y W A L L RO O F P L A N L E G E N D 1/ 4 " P E R F O O T S L O P E T A P E R E D I N S U L A T I O N 14' - 0" FE BUILT-IN DESK 26' - 0"8' - 8"6' - 8"3' - 0"ROOF OVERHANG ABOVE 2-TIERED LOCKERS (6) SHOWNASTAFF OFFICE 100RESTROOM101 MECHANICAL/ELECTRICAL 103CLOSET 102 B 11' - 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"CD4A30110A521A5024A5025 A5026 CD M S m i t h I n c . 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 NC F - 1 2 5 5 HA Project No. 1902133920-237812 DE S I G N E D B Y : DR A W N B Y : CR O S S C H K ' D B Y : AP P R O V E D B Y : DA T E : SH E E T C H K ' D B Y : SHEET NO. RE V . NO . DA T E DR W N CH K D PROJECT NO.:FILE NAME: RE M A R K S P 9 1 9 . 4 1 7 . 3 7 8 8 WW W . H U F F M A N A R C H . C O M 63 2 P e r s h i n g R o a d Ra l e i g h , N o r t h C a r o l i n a 2 7 6 0 8 NORTHCAROLINACORPORATESEALArchitectsPHuffmanA.. NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A A BC D E FGH 1 2 3 4 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. NORTHCAROLINAREGISTERE11663WDARCHITECT RALEIGH ,N .C .MIRANDADONERPOTTHOFF A101 MA Y 2 0 2 1 ISSUE FOR BIDSTAFF BUILDING FLOOR AND ROOF PLANS MD P AB S MD P AB S MD P 1/ 4 " = 1 ' - 0 " A1 0 1 1 FI R S T F L O O R - S T A F F B U I L D I N G 1/ 4 " = 1 ' - 0 " A1 0 1 2 RO O F P L A N - S T A F F B U I L D I N G 1 1 / 2 " = 1 ' - 0 " A1 0 1 3 3D V I E W F R O M C O N V E N I E N C E C E N T E R 1/ 4 " = 1 ' - 0 " A1 0 1 4 FI R S T F L O O R - S T A F F B U I L D I N G C L E R E S T O R Y Do c u S i g n E n v e l o p e I D : 0 D 0 A C 9 2 A - 0 E 2 E - 4 9 B 3 - B 7 7 7 - 5 D 9 A 0 9 6 6 4 1 E 7 5/13/2021 EM B E D D E D S T E E L P L A T E S U N D E R CO N T A I N E R S , T Y P I C A L E A C H B A Y - SE E S I T E LA Y O U T P L A N S 1 A4 2 3 TI M B E R A N D S T E E L P I L E R E T A I N I N G W A L L - 42 " M I N TA L L O N C U S T O M E R S I D E . S E E S T R U C T U R A L TYPICAL 8' - 0" TYPICAL 8' - 0" TYPICAL 8' - 0" TYPICAL 10' - 0" TYPICAL 10' - 11 1/2" 7' - 0" SE E S I T E L A Y O U T P L A N S F O R M O R E IN F O R M A T I O N O N P A R K I N G S T R I P I N G , BO L L A R D S , A N D P A V E M E N T . LENGTH OF CONVEYOR BELT MATERIAL GAP CLOSURE, TYP. EACH BAY 23' - 0" RU B B E R D O C K B U M P E R MO U N T E D V E R T I C A L L Y , T Y P . TI M B E R A N D S T E E L P I L E R E T A I N I N G W A L L - 42 " T A L L O N C U S T O M E R S I D E CONCRETE STAIRS W/ HANDRAILS CO N C R E T E L O A D I N G D O C K W A L L EM B E D D E D S T E E L P L A T E S U N D E R C O N T A I N E R S SE E S I T E L A Y O U T P L A N S F O R M O R E IN F O R M A T I O N O N P A R K I N G S T R I P I N G , BO L L A R D S , A N D P A V E M E N T . CO N C R E T E W A L L TI M B E R W A L L CONCRETE WALL TIMBER WALLA4021A2021 A2 0 2 2 A2 0 2 3 2 A4 2 3 A2 0 2 4 SL O P E W A L L W I T H G R A D E - S E E GR A D I N G P L A N 1 A4 2 3 A1022 5' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 3 A4 2 3 CD M S m i t h I n c . 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 NC F - 1 2 5 5 HA Project No. 1902133920-237812 DE S I G N E D B Y : DR A W N B Y : CR O S S C H K ' D B Y : AP P R O V E D B Y : DA T E : SH E E T C H K ' D B Y : SHEET NO. RE V . NO . DA T E DR W N CH K D PROJECT NO.:FILE NAME: RE M A R K S P 9 1 9 . 4 1 7 . 3 7 8 8 WW W . H U F F M A N A R C H . C O M 63 2 P e r s h i n g R o a d Ra l e i g h , N o r t h C a r o l i n a 2 7 6 0 8 NORTHCAROLINACORPORATESEALArchitectsPHuffmanA.. NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A A BC D E FGH 1 2 3 4 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. NORTHCAROLINAREGISTERE11663WDARCHITECT RALEIGH ,N .C .MIRANDADONERPOTTHOFF A102 MA Y 2 0 2 1 ISSUE FOR BIDCONVENIENCE CENTER OVERALL PLAN + ENLARGED BAY PLAN MD P AB S MD P AB S MD P 1/ 4 " = 1 ' - 0 " A1 0 2 2 CO N V E N I E N C E C E N T E R B A Y 1" = 2 0 ' - 0 " A1 0 2 1 CO N V E N I E N C E C E N T E R O V E R A L L P L A N Do c u S i g n E n v e l o p e I D : 0 D 0 A C 9 2 A - 0 E 2 E - 4 9 B 3 - B 7 7 7 - 5 D 9 A 0 9 6 6 4 1 E 7 5/13/2021 3 A3 0 1 1 A4 2 2 GR O U N D F A C E C O N C R E T E B L O C K FL U S H A L U M I N U M D O O R W / WA R R A N T I E D P A I N T F I N I S H 7' - 4" 3' - 4" D 1 A4 2 1 BR E A K M E T A L F A S C I A - C O L O R T O MA T C H S T O R E F R O N T CO R R O G A T E D M E T A L W A L L - S L A T E G R E Y AL U M I N U M S T O R E F R O N T W I N D O W S W / 1 " IN S U L A T I N G G L A S S - S M O K E G R A Y A 4 A3 0 1 HO S E B I B - S E E P L U M B I N G D R A W I N G S AL I G N A L U M I N U M S I L L F L A S H I N G A N D WI N G W A L L C O P I N G - F I N I S H T O MA T C H M E T A L W A L L P A N E L S LI G H T . S E E E L E C T R I C A L ST E E L C H A N N E L - P A I N T - S E E S T R U C T U R A L LO U V E R , S E E M E C H A N I C A L - MA T C H C O L O R O F M E T A L P A N E L S 10 ' - 0 " MA S O N R Y C O N T R O L J O I N T BREAK METAL FASCIA -COLOR TO MATCH STOREFRONT CORROGATED METAL WALL -SLATE GREY GROUND FACE CONCRETE BLOCKALUMINUM STOREFRONT WINDOWS W/ 1" INSULATING GLASS -SMOKE GRAY 1 A3012A3012A4212A422 7' - 4"B ST E E L C H A N N E L - P A I N T - S E E ST R U C T U R A L 2' - 0"8" 10 ' - 0 " GR O U N D F A C E C O N C R E T E BL O C K FL U S H A L U M I N U M D O O R W / AL U M I N I U M F R A M E W A R R A N T I E D PA I N T F I N I S H LO C K A B L E M E T A L F E N C I N G A T O U T D O O R T O O L ST O R A G E 1 A3 0 1 2 A3 0 1 2 A4 2 1 2 A4 2 2 7' - 4" BR E A K M E T A L F A S C I A - C O L O R T O M A T C H ST O R E F R O N T CO R R O G A T E D M E T A L W A L L - S L A T E G R E Y GA L V A N I Z E D C H A I N L I N K F E N C E W I T H P V C C O A T I N G LI G H T S . S E E E L E C T R I C A L ST E E L C H A N N E L - P A I N T - S E E S T R U C T U R A L LO U V E R , S E E M E C H A N I C A L - MA T C H C O L O R O F M E T A L P A N E L S 10 ' - 0 " 3 A3011A422 GR O U N D F A C E C O N C R E T E B L O C K 7' - 4"1 A421 BR E A K M E T A L F A S C I A - C O L O R T O M A T C H ST O R E F R O N T CO R R O G A T E D M E T A L W A L L - S L A T E G R E Y AL U M I N U M S T O R E F R O N T W I N D O W S W / 1 " IN S U L A T I N G G L A S S - S M O K E G R A Y 2' - 0"4 A301 HO S E B I B - S E E P L U M B I N G D R A W I N G S AL I G N A L U M I N U M S I L L F L A S H I N G A N D WI N G W A L L C O P O I N G F I N I S H T O MA T C H M E T A L W A L L P A N E L S ST E E L C H A N N E L - P A I N T - S E E S T R U C T U R A L 10' - 0"MASONRY CONTROL JOINT CD M S m i t h I n c . 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 NC F - 1 2 5 5 HA Project No. 1902133920-237812 DE S I G N E D B Y : DR A W N B Y : CR O S S C H K ' D B Y : AP P R O V E D B Y : DA T E : SH E E T C H K ' D B Y : SHEET NO. RE V . NO . DA T E DR W N CH K D PROJECT NO.:FILE NAME: RE M A R K S P 9 1 9 . 4 1 7 . 3 7 8 8 WW W . H U F F M A N A R C H . C O M 63 2 P e r s h i n g R o a d Ra l e i g h , N o r t h C a r o l i n a 2 7 6 0 8 NORTHCAROLINACORPORATESEALArchitectsPHuffmanA.. NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A A BC D E FGH 1 2 3 4 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. NORTHCAROLINAREGISTERE11663WDARCHITECT RALEIGH ,N .C .MIRANDADONERPOTTHOFF A201 MA Y 2 0 2 1 ISSUE FOR BIDSTAFF BUILDING EXTERIOR ELEVATIONS MD P AB S MD P AB S MD P 1/ 4 " = 1 ' - 0 " A2 0 1 1 NO R T H E A S T E L E V A T I O N 1/ 4 " = 1 ' - 0 " A2 0 1 2 NO R T H W E S T E L E V A T I O N 1/ 4 " = 1 ' - 0 " A2 0 1 3 SO U T H E A S T E L E V A T I O N 1/ 4 " = 1 ' - 0 " A2 0 1 4 SO U T H W E S T E L E V A T I O N C Do c u S i g n E n v e l o p e I D : 0 D 0 A C 9 2 A - 0 E 2 E - 4 9 B 3 - B 7 7 7 - 5 D 9 A 0 9 6 6 4 1 E 7 5/13/2021 2 A4 0 2 TI M B E R A N D S T E E L P I L E R E T A I N I N G W A L L - 42 " T A L L O N C U S T O M E R S I D E CO N C R E T E S T A I R S W / H A N D R A I L S CONCRETE RETAINING LOADING DOCK WALL 3' - 6" 3 1/2" 3 1/2"WALL STEPS DOWN WITH GRADE -SEE GRADING PLAN -TOP OF WALL AT CUSTOMER SIDE TO BE 42" ABOVE FINISHED GRADE 3 1/2" TI M B E R A N D S T E E L P I L E R E T A I N I N G W A L L - 42 " T A L L O N C U S T O M E R S I D E ST A F F B U I L D I N G B E Y O N D CO N C R E T E W A L L CO N C R E T E R E T A I N I N G L O A D I N G DO C K W A L L CO N C R E T E W A L L RU B B E R D O C K B U M P E R S A T C O N C R E T E RE T A I N I N G W A L L - 1 0 " X 6 ' - 8 " T A L L 3' - 6" 3 1/2" 3 1/2" WA L L S T E P S D O W N W I T H G R A D E - S E E GR A D I N G P L A N - T O P O F W A L L A T C U S T O M E R SI D E T O R E M A I N 4 2 " A B O V E F I N I S H E D G R A D E 3 1/2" 4' - 0" 2 A402 WA L L S T E P S D O W N W I T H G R A D E - S E E GR A D I N G P L A N - T O P O F W A L L A T C U S T O M E R SI D E T O R E M A I N 4 2 " A B O V E F I N I S H E D G R A D E CONCRETE STAIRS W/ HANDRAILS3' - 6" 3 1/2" 3 1/2" 3 1/2" 3' - 6" 3' - 6" 2 A4 2 3 RU B B E R D O C K B U M P E R S A T C O N C R E T E RE T A I N I N G W A L L 1 0 " X 3 ' - 0 " T A L L ST E E L A N G L E C A S T I N T O C O N C R E T E A T SL A B E D G E - S E E S E C T I O N D E T A I L S CO N C R E T E R E T A I N I N G L O A D I N G DO C K W A L L A T S H R E D A R E A RU B B E R D O C K B U M P E R S A T C O N C R E T E RE T A I N I N G W A L L 3 ' - 0 " X 1 0 " T A L L 4' - 0" CD M S m i t h I n c . 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 NC F - 1 2 5 5 HA Project No. 1902133920-237812 DE S I G N E D B Y : DR A W N B Y : CR O S S C H K ' D B Y : AP P R O V E D B Y : DA T E : SH E E T C H K ' D B Y : SHEET NO. RE V . NO . DA T E DR W N CH K D PROJECT NO.:FILE NAME: RE M A R K S P 9 1 9 . 4 1 7 . 3 7 8 8 WW W . H U F F M A N A R C H . C O M 63 2 P e r s h i n g R o a d Ra l e i g h , N o r t h C a r o l i n a 2 7 6 0 8 NORTHCAROLINACORPORATESEALArchitectsPHuffmanA.. NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A A BC D E FGH 1 2 3 4 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. NORTHCAROLINAREGISTERE11663WDARCHITECT RALEIGH ,N .C .MIRANDADONERPOTTHOFF A202 MA Y 2 0 2 1 ISSUE FOR BIDCONVENIENCE CENTER EXTERIOR ELEVATIONS MD P AB S MD P AB S MD P 1/ 1 6 " = 1 ' - 0 " A2 0 2 1 CO N V E N I E N C E C E N T E R - L O N G L O W S I D E 1/ 1 6 " = 1 ' - 0 " A2 0 2 2 CO N V E N I E N C E C E N T E R - S H O R T L O W S I D E 1/ 1 6 " = 1 ' - 0 " A2 0 2 3 CO N V E N I E N C E C E N T E R - C U S T O M E R S I D E 1/ 8 " = 1 ' - 0 " A2 0 2 4 CO N V E N I E N C E C E N T E R - S H R E D W A L L NOTE: TOP OF WALL ELEVATIONS SHIFT WITH GRADING. SEE GRADING PLAN AND COORDINATE TOP OF WALL ELEVATIONS WITH REQUIRED HEIGHTS SHOWN. Do c u S i g n E n v e l o p e I D : 0 D 0 A C 9 2 A - 0 E 2 E - 4 9 B 3 - B 7 7 7 - 5 D 9 A 0 9 6 6 4 1 E 7 5/13/2021 2 A4 0 2 4 A4 0 2 1 1 / 2 " D I A . G A L V A N I Z E D H A N D R A I L CA S T I N P L A C E CO N C R E T E ST A I R S 8" 5' - 6" 8" 3 A4 0 2 TO P O F W A L L S L O P E S W I T H ST E P S . S E E 4 A / 4 0 2 1' - 0" ST E E L P I L E S S E E ST R U C T U R A L TI M B E R W A L L 1' - 0" 9 TREADS @ 12" 9' - 0"1 1/2" 1 1/2" 3' - 6"1 1/2" DIA. GALVANZED HANDRAIL CAST IN PLACE CONCRETE STAIRS GRAVEL BASE COMPACTED FILL 1/ 2 " E X P A N S I O N JO I N T M A T E R I A L 3 A4 0 2 TI M B E R W A L L BE Y O N D ST E E L P I L E . S E E ST R U C T U R A L 6" 1 ' - 0 " CONCRETE WALL BEYOND NO T E : S E E S T R U C T U R A L D R A W I N G S F O R TY P . S T A I R R E I N F O R C E M E N T 9 T R E A D S @ 1 2 " 9' - 0 " 10 RISERS @ 6"5' - 0" 3' - 0" 1' - 0 " 3' - 0" CONCRETE PAVING -SEE SITE LAYOUT AND CIVIL DRAWINGS1/2" EXPANSION JOINT MATERIAL 1 1 / 2 " D I A . G A L V A N Z E D HA N D R A I L CA S T I N P L A C E CO N C R E T E S T A I R S GR A V E L B A S E CO M P A C T E D F I L L 1/2" EXPANSION JOINT MATERIAL 3' - 0"3 A4 0 2 1' - 0" CO N C R E T E W A L L B E Y O N D SL O P E W I T H S T E P S GRAVEL BASE 10 RISERS @ 6" 5' - 0" 6" 1' - 0 " 1' - 0 " 9 T R E A D S @ 1 2 " 9' - 0 " CO N C R E T E P A V I N G - S E E SI T E L A Y O U T A N D C I V I L DR A W I N G S 1/ 2 " E X P A N S I O N J O I N T MA T E R I A L 2 A4 0 2 4 A4 0 2 1 1 / 2 " D I A . G A L V A N I Z E D HA N D R A I L CA S T I N P L A C E CO N C R E T E S T A I R S CA S T I N P L A C E CO N C R E T E W A L L - SL O P E W I T H S T A I R S 3/ 4 " C H A M F E R T O P ED G E S O F C O N C R E T E WA L L S ST E E L P I L E B E Y O N D CO N C R E T E F O O T I N G - SE E S T R U C T U R A L DR A I N A G E B O A R D WA T E R P R O O F I N G DR A I N A G E S T O N E FO U N D A T I O N D R A I N NO T E : S E E S T R U C T U R A L D R A W I N G S F O R T Y P . S T A I R R E I N F O R C E M E N T 1 1/2" DIAM. GALVANIZED STEEL PIPE POSTS AND RAILS CONCRETE1 1/2"1 1/2"PIPE SLEEVE CAST INTO CONCRETEGROUT POST INTO PIPE SLEVE WITH EPOXY SEALANT CD M S m i t h I n c . 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 NC F - 1 2 5 5 HA Project No. 1902133920-237812 DE S I G N E D B Y : DR A W N B Y : CR O S S C H K ' D B Y : AP P R O V E D B Y : DA T E : SH E E T C H K ' D B Y : SHEET NO. RE V . NO . DA T E DR W N CH K D PROJECT NO.:FILE NAME: RE M A R K S P 9 1 9 . 4 1 7 . 3 7 8 8 WW W . H U F F M A N A R C H . C O M 63 2 P e r s h i n g R o a d Ra l e i g h , N o r t h C a r o l i n a 2 7 6 0 8 NORTHCAROLINACORPORATESEALArchitectsPHuffmanA.. NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A A BC D E FGH 1 2 3 4 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. NORTHCAROLINAREGISTERE11663WDARCHITECT RALEIGH ,N .C .MIRANDADONERPOTTHOFF A402 MA Y 2 0 2 1 ISSUE FOR BIDENLARGED STAIR PLANS AND DETAILS MD P AB S MD P AB S MD P 1/ 2 " = 1 ' - 0 " A4 0 2 1 PL A N D E T A I L @ S T A I R A 1/ 2 " = 1 ' - 0 " A4 0 2 2 WA L L S E C T I O N @ S T A I R A 1/ 2 " = 1 ' - 0 " A4 0 2 4 WA L L S E C T I O N @ S T A I R A ' 1/ 2 " = 1 ' - 0 " A4 0 2 3 SE C T I O N @ S T A I R A 1 1/2" = 1'-0"A4025TYP RAILING DETAIL Do c u S i g n E n v e l o p e I D : 0 D 0 A C 9 2 A - 0 E 2 E - 4 9 B 3 - B 7 7 7 - 5 D 9 A 0 9 6 6 4 1 E 7 5/13/2021 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 J U R I S D I C T I O N . 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 WO R K . 4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL RELATED WORK WITH OTHER TRADES. THE CONTRACTOR IS CAUTIONED THAT IT IS TOTALLY HIS R E S P O N S I B I L I T Y T O C O O R D I N A T E H A N G E R S A N D S U P P O R T S W I T H O T H E R T R A D E S . A D D I T I O N A L R E Q U I R E D H A N G E R S & SUPPORTS MUST BE IN PLACE PRIOR TO APPLICATION OF FIRE PROOFING MATERIAL. ANY DAMAGE INCURRED ON FIRE PROOFING MATERIAL DUE TO INSTALLATION OF E L E C T R I C A L H A N G E R S W I L L B E R E P A I R E D B Y F I R E P R O O F I N G S U B - C O N T R A C T O R A T N O A D D I T I O N A L C O S T T O T H E O W N E R . 5.UTILITIES SERVING AREAS OF THIS PROJECT STILL OCCUPIED BY THE OWNER DURING DEMOLITION AND NEW CONSTRUCTION SHALL BE MAINTAINED UNTIL THE OWNER V A C A T E S T H E A R E A . U N L E S S O T H E R W I S E N O T E D . 6.ALL SHUTDOWNS WILL BE COORDINATED AND APPROVED THROUGH THE OWNER'S PROJECT MANAGER AND THE BUILDING MANAGER AND WILL REQUIRE ADVANCE NOTIC E O F 1 0 W O R K I N G D A Y S E X C L U D I N G W E E K E N D . T H I S T I M E L E N G T H M A Y B E L O N G E R O R S H O R T E R F O R S O M E S H U T D O W N S A T THE OWNER'S DISCRETION. THE SCHEDULING OF SUCH SHUTDOWNS MAY TAKE TWO WEEKS OR MORE AND THE CONTRACTOR MUST BE PREPARED TO WORK SECOND O R T H I R D S H I F T , S A T U R D A Y O R S U N D A Y A S N E C E S S A R Y T O P E R F O R M T H E W O R K . F U R T H E R M O R E , I N S O M E C A S E S A N ALTERNATE POWER SOURCE MAY BE REQUIRED, THE CONTRACTOR MUST BE PREPARED TO MAKE TAPS, INSTALL CIRCUIT BREAKERS, ETC., WHILE EXISTING EQUIPMENT I S E N E R G I Z E D . A L L S H U T D O W N S W I L L B E I N I T I A T E D A N D C O N T R O L L E D B Y O W N E R . 7.VISIT THE SITE PRIOR TO BID DATE AND EXAMINE ALL AREAS TO BE DEMOLISHED AND RENOVATED. THOROUGHLY FAMILIARIZE YOURSELF WITH EXISTING CONDITIONS. N O E X T R A C O M P E N S A T I O N W I L L B E G I V E N F O R F A I L U R E T O T H O R O U G H L Y E X A M I N E E X I S T I N G C O N D I T I O N S T O D E T E R M I N E T H E EXACT SCOPE OF DEMOLITION WORK. "KEYED" NOTES ON THE DEMOLITION DRAWINGS ARE PROVIDED TO ASSIST BIDDERS TO DETERMINE THE SCOPE OF DEMOLITION W O R K . 8.EXISTING AREAS WHETHER WITHIN OR WITHOUT THE "GENERAL LIMITS OF CONSTRUCTION", SHALL BE REPAIRED WHERE ANY DAMAGE HAS OCCURRED DUE TO CONSTRU C T I O N B Y T H E C O N T R A C T O R . 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 ) A T T H E E N D O F E A C H D A Y . T H E C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E O W N E R ' S R E P R E S E N T A T I V E E A C H D A Y B E F O R E LEAVING 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 D U E T O I T S E X T E N S I V E N A T U R E ; T H E C O N T R A C T O R S H A L L E R E C T A B L A C K P L A S T I C C U R T A I N A R O U N D H I S W O R K . S U C H A CURTAIN 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 DR Y W A L L I S C U T I N E X C E S S O F 1 / 8 " L A R G E R T H A N M U D R I N G O R W H E R E T H E D E V I C E " E A R S " A R E N O T S U P P O R T E D B Y T H E DRYWALL.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 CONFL I C T W I T H D U C T W O R K . 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 UNDERGRO U N D / S L A B C O N D U I T S H A L L B E 1 " C M I N I M U M . 18.ALL WIRING LUGS THROUGHOUT THE PROJECT, INCLUDING BUT NOT LIMITED TO BREAKERS, PANELBOARD/SWITCHBOARD LUGS, SAFETY SWITCH LUGS, AND TRANSFORM E R L U G S , S H A L L B E R A T E D F O R U S E W I T H 7 5 D E G R E E C O N D U C T O R S S I Z E D I N A C C O R D A N C E W I T H N E C T A B L E 3 1 0 - 1 6 . 19.ALL RACEWAYS SHALL BE METAL UNLESS SPECIFICALLY NOTED OR APPROVED OTHERWISE. ANY RACEWAY IN POURED CONCRETE SHALL BE RIGID METAL (HEAVY WAL L ) . R E F E R T O S P E C I F I C A T I O N S F O R A L L O T H E R S . 20.CONTRACTOR SHALL MINIMIZE NUMBER OF HOME RUN CONDUITS. CONTRACTOR MAY COMBINE UP TO THREE CIRCUITS PER HOME RUN IN A SINGLE CONDUIT; WHERE M O R E T H A N T H R E E ( 3 ) C O N D U C T O R S A R E P R O V I D E D P E R R A C E W A Y M I N I M U M C O N D U I T S I Z E S H A L L B E 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 E L E C T R I C A L C O N D U I T T O A V O I D I N T E R F E R E N C E W I T H A N Y D U C T W O R K , S P R I N K L E R O R M E C H A N I C A L P I P I N G . T H E CONTRACTOR 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 AB O V E C L G . I S V E R Y C O N G E S T E D W I T H E X I S T I N G M E C H A N I C A L , E L E C T R I C A L & P L U M B I N G I T E M S , A N D W O R K S P A C E I S L I M I T E D . 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. P R O V I D E A N Y A N D A L L A D D I T I O N A L J B ' S , O F F S E T S , C O N D U I T S A N D F I T T I N G S A S R E Q U I R E D T O A V O I D A N Y E X I S T . O B S T R U C T I O N S ALONG THE PROPOSED ROUTING. ANY SHUTDOWNS CAUSED BY RELOCATING EXISTING EQUIPMENT SHALL BE COORDINATED WITH OWNER. FAILURE TO EXAMINE EXISTING CONDIT I O N S A N D C O O R D I N A T E T H E E X A C T C O N D U I T R O U T I N G W I L L N O T E X C U S E C O N T R A C T O R F R O M P E R F O R M I N G A L L D U T I E S N E C E S S A R Y TO 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 EQ U I P M E N T . 23.ELECTRICAL PLANS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL ALIGN FIXTURES, FIRE ALARM DETECTORS, CEILING DIFFUSERS, ETC. AS REQUIRED TO PROVIDE A PA T T E R N O F U N I F O R M I T Y . A T N O T I M E S H A L L A S M O K E D E T E C T O R B E L O C A T E D W I T H I N 3 ' - 0 " O F A S U P P L Y O R R E T U R N G R I L L E . 24.WIRE AND CIRCUIT BREAKERS ARE SIZED FOR SPECIFIC EQUIPMENT. BEFORE ORDERING WIRE, BREAKERS AND CONDUIT FOR THIS PROJECT, THE ELECTRICAL CONTRAC T O R S H A L L C O O R D I N A T E W I T H T H E O T H E R C O N T R A C T O R S O N T H E J O B A N D S H A L L V E R I F Y T H E E L E C T R I C A L D A T A F O R EQUIPMENT 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 CONTRACTOR S . ( N O T E : S T A C K R U N S O F C O N D U I T A N D P R O V I D E O F F S E T S A S N E C E S S A R Y . ) 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 WIT H C A S E W O R K D R A W I N G S A N D A C T U A L E Q U I P M E N T L O C A T I O N , P R I O R T O I N S T A L L A T I O N . A N Y D I F F E R E N C E S S H A L L B E T H E RESPONSIBILITY 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 PROVI D E D F O R T H E C E I L I N G T O B E I N S T A L L E D . A N Y D I F F E R E N C E S S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E L E C T R I C A L CONTRACTOR.30.EACH CONTRACTOR SHALL PROVIDE HIS OWN SUPPORT OF ALL DEVICES AND EQUIPMENT PROVIDED BY HIM AND SHALL SUPPORT SUCH EQUIPMENT PER APPROVED GO V E R N I N G C O D E S O R P E R A P P R O V A L O F T H E E N G I N E E R . U N A C C E P T A B L E W O R K M A N S H I P O R M A T E R I A L S S H A L L B E R E P L A C E D AT 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 EQUIPME N T , S O A S T O A V O I D C O N F L I C T S D U R I N G C O N S T R U C T I O N A N D T O A L L O W F O R O P T I M U M M A I N T E N A N C E A N D W O R K I N G S P A C E . PROVIDE COORDINATION DRAWINGS TO THE ENGINEER FOR APPROVAL. ANY REWORK THAT NEEDS TO BE DONE DO TO CONFLICTS BETWEEN TRADES SHALL BE DONE AT T H I S C O N T R A C T O R S E X P E N S E . 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. SUBM I T D E T A I L O F P R O P O S E D W O R K . 35.IN ALL AREAS WHERE THE FIRE RATED WALLS, FLOORS AND CEILINGS ARE INSTALLED OR ARE EXISTING, ALL PENETRATIONS OF ELECTRICAL CONDUITS OR OTHER RELAT E D E L E C T R I C A L M A T E R I A L S S H A L L B E P R O P E R L Y S E A L E D W I T H A P P R O V E D F I R E R A T E D M A T E R I A L S T O M A I N T A I N T H E RATINGS 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 E Q U I P M E N T , W I T H T H E E Q U I P M E N T S U P P L I E R A N D M E C H A N I C A L C O N T R A C T O R . 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 PE R M I T T E D O N T H I S P R O J E C T . 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 NOTES NC F - 1 2 5 5 21 0 0 G a t e w a y C e n t r e B l v d Su i t e 1 0 0 Mo r r i s v i l l e , N C 2 7 5 6 0 Ph : 9 1 9 . 8 4 0 . 9 3 0 0 Fx : 9 1 9 . 8 4 0 . 9 6 0 0 ww w . s i g m a e s . c o m Si g m a P r o j e c t # : 1 9 0 2 5 Si g m a E n g i n e e r e d S o l u t i o n s , P C NC E N G L I C # C - 2 4 9 0 NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NC F - 1 2 5 5 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 IS S U E F O R B I D EL E C T R I C A L G E N E R A L N O T E S E- D R A W - E 0 0 2 . D W G E0 0 2 STB RDA RDA PR O P O S E D SE P T I C F I E L D AS P H A L T PA V I N G EX . C O N C PA V I N G EX. METALBLDG NE W BL D G EE E NO T E S K E Y E D T O S I T E P L A N : 1 PR O V I D E C O N D U I T A S R E Q U I R E D B Y L O C A L U T I L I T Y T O L O C A T I O N O F S I T E TR A N S F O R M E R . R E F E R E N C E D I V I S I O N 0 1 S E C T I O N S R E L A T E D T O U N I T PR I C E S A N D A L L O W A N C E S F O R A D D I T I O N A L I N F O R M A T I O N . NE W W E L L H O U S E . R E F E R T O P L A N T H I S S H E E T F O R A D D I T I O N A L IN F O R M A T I O N . PR O V I D E 2 - 4 " F R O M E A C H B A Y S H O W N T O L O C A T I O N O U T S I D E O F CO N V E N I E N C E C E N T E R . 2 GE N E R A L N O T E S P L A N : 1. R E F E R T O S H E E T E 0 0 1 A N D E 0 0 2 F O R L E G E N D A N D A D D I T I O N A L GE N E R A L N O T E S . 3 1 3 2 1WHWP3WP3J 2,41SB234 NO T E S K E Y E D T O P L A N 1 : 1PRO V I D E N E W P A N E L O N E X T E R I O R W A L L O F W E L L H O U S E . R E F E R T O E-20 0 F O R R I S E R . PRO V I D E L E D F I X T U R E I N W E L L H O U S E . P R O V I D E L I G H T S W I T C H A T ENT R A N C E I N W P B O X . PRO V I D E W P / G F C I R E C E P T A C L E S A T 1 8 " A F F . T Y P I C A L . PRO V I D E P O W E R F O R W E L L P U M P . W I R E P U M P T H R U P R E S S U R E S W I T C H PRO V I D E D W I T H W E L L S Y S T E M . C O O R D I N A T E W I T H W E L L V E N D O R . 234 NC F - 1 2 5 5 21 0 0 G a t e w a y C e n t r e B l v d Su i t e 1 0 0 Mo r r i s v i l l e , N C 2 7 5 6 0 Ph : 9 1 9 . 8 4 0 . 9 3 0 0 Fx : 9 1 9 . 8 4 0 . 9 6 0 0 ww w . s i g m a e s . c o m Si g m a P r o j e c t # : 1 9 0 2 5 Si g m a E n g i n e e r e d S o l u t i o n s , P C NC E N G L I C # C - 2 4 9 0 NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A NE W H A N O V E R C O U N T Y L A N D F I L L CO N V E N I E N C E C E N T E R R E D E V E L O P M E N T P R O J E C T NC F - 1 2 5 5 54 0 0 G l e n w o o d A v e n u e , S u i t e 4 0 0 Ra l e i g h , N C 2 7 6 1 2 | T e l : ( 9 1 9 ) 3 2 5 - 3 5 0 0 IS S U E F O R B I D SI T E P L A N E- D R A W - E 1 0 0 . D W G E1 0 0 N NE W E L E C . S I T E P L A N 30 0 1 5 1" = 3 0 ' STB RDA RDA PLAN 1-WELL BUILDING1/8" = 1'- 0"24048 N