The URL can be used to link to this page

Home My WebLink About33818_CARTERET COMMUNITY COLLEGE_20041118MA / ❑ DREDGE & FILL M ,ENERAL PERMIT New _ Modification -Complete Reissue -!Partial Reissue .uthorized by the State of North Carolina, Department of Environment and Natural Resources �d the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC_ Y 6 Previous permit # Date previous permit issu9d Applicant Name As? :-1 T 4 Project Location: County i Address Street Address/ State Road/ Lot #(s) City( State ZIP_ Phone # ( ) ( l��! Fax# (_ Subdivision Authorized Agent I—' City 'l Rules attached. �J ZIP Affected ❑ CW EIA�W gPTA ❑ ❑ PTS U Phone # ( _) River Basin AEC s : ❑ OEA ElHHF ❑ IH ElUSA ElN/A Adj. Wtr. Body_ — (nat /man /unkn ❑ PWS: ❑FC:) ORW: yes / no PNA yes /,,no Crit. Hab. yes / no Closest Maj. Wtr. Body Type of Project/ Activity Pier (dock) length Platform(s) Finger pier(s) Groin length number Bulkhead/ Riprap len; avg distance off max distance of Basin, channel cubic yards_ Boat ramp Boathouse/ Boatlift Beach Bulldozing_ Other Shoreline Length SAM not sure Sandbags: not sure Moratorium: n/a Photos: Waiver Attached: A building permit maybe required by: ) 0- Notes/ Special Conditions Agent or Applicant Printed Name (Scale: p,, r .._ .) ) ❑ See note on back regarding River Basin rules. Permit Officer's Signature Signature ** Please read compliance statement on back of permit ** Issuing Date Expiration Date Application Fee(s) Check # Local Planning Jurisdiction Rover File Name Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certifythat this project is consistentwith the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: ❑ Tar - Pamlico River Basin Buffer Rules ❑ Other: ] Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules. Division of Coastal Management Offices Central Office Mailing Address: 1638 Mail Service Center Raleigh, NC 27699-1638 Location: Parker -Lincoln Building 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 / 1-888-4RCOAST Fax: 919-733-1495 Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax: 252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Morehead City District 151-B Hwy. 24 Hestron Plaza II Morehead City, NC 28557 202-808-2808 Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-395-3900 Fax: 910-350-2004 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) www.nccoastalmanagement.net Revised 10/05/01 GAk TE,RU COMlnuwl' ' %,,ULL�k2� �^ ;3605ARENDELL STREET CHECK NO.: 0005158 MOREHEAD CITY, NORTH CAROLINA 28557-2989 NETAMOUNT SPECIAL FUNDS -GENERAL EXPENSE G NI-1-1 100 00 PAY NCDENR TO THE Cama ORDER Morehead City NC 28557 OF BRANCH BANKING 8 TRUST CO. MOREHEAD CITY, N.C. � 3 & S Il'000 5 L SIBum 1:0 5 3 10 1 1 2 LI: 12/09/04 Authonze?d, Signature --- — 'J untersigned 123 L005397110 u. 3 April 15, 2004 MAC 2 $ 2�04 Ms. Tere Berrett d City pCM N.C. Division of Coastal Management MOT&Pa 151-B Highway 24 Hestron Plaza II Morehead City, NC 28557-2518 RE: Carteret Community College Mariculture Site Dear Ms. Barrett: The College has informed me of their intentions to build a pump house, filter ponds, water storage tanks, and wood pier at the College's Mariculture site located on Bogue Sound, behind the Howard Classroom Building. I have no objections to these activities. Sincerely, y 1 Oaf),�s S-A-� I - c: Tommy Rhue - Carteret Community College ,TER SUPPLY PIPE INSULATION WATTS PER LIN. II IYP. CLASSROOM BUILDING r \ EX. ASPHALT NI / PUMP HOUSE --\ EX. ICi� \ FILTER PONDS STORMWATER v MANAGEMENT I \ i Y FIELD ND. WALKWA ' ___ � A201 \ CONCRETE I WALKWAY ._ 7' - BURIED 4"0 PVC, PIPE CARRYING SALTWATER FROM PUMPS "A' d "B" TO CLAM 8 OYSTER UPWELLERS 8 RAGEWAYS BOO UE SOUND SITE PLAN PIER EX. STONE BREAKWATER FEB 2 4 2004 I " = 201_011 • • • • 1 • • • • l • a.. � c • • Revisions: • • • Mark Date DE • • • • • • Project Number: 100 Project Phase: •......... ....... • prawn BY: Dean • Checked By: • • • Issue Date: 13 Feb. ; • Sheet Title: • Site Plans • • • ----------------- Sheet Number. N • Al • • . . . • Sheet Total: 3 • AEOREVIATIONSt PROJECT DIREGT0I�Y BU I L-D I NC G017E: SUMMARY L Angle FAB ® At FD ¢ Genterllne FIER,- C Channel FF Round, Diameter d And WE Arc An le FIN f Properfgy Line, FIX FLR AB Anchor Bolt FM6 FND ABR Abrasive FIR A/G Air Conditioning F5 AG Acoustical FTG ACT Acoustical Tile FHG ADJT Adjustable GA ADD Addendum GB AFF Above Finish Floor CMG ALT Alternate CAE AL Aluminum GL. AR Area of Refuge GP ARCH Architect GPBD A5PH Asphalt OR t95T 6T BD Board GV BET Between BIT B}tumlwL)r, H5 BLD6 Bvllding HE30 BLK Block(in H/C BM Bench Hark HOPE BOT Bottom BRCS Bracing HDH BRDG Bridging HM BRK Brick HOL BUR Bvflt-Up Roof(Ing) HOR B/ Bottom OF HR H5 HT GAB Cabinet HT6 CAFE Cafeteria HHH GB Catch Basin HHD GBD Chalkboard GEM Cement ID OF Cubic Feet INCL Gi Gast Iron INFO OJT Control Joint IN5 GIG Calk(Ing), Caulk(Ing) INT GLG Gelling INV GMU Concrete Masonry Unit CO Glean -Out COL Column J GONG Concrete JAN CORD Condition JF GON5T Construction JT CONT Continuous GONTR Contract(or) CPL Control Panel KIT GP Concrete Pipe KPL CPT Carpeted) GR5 GOur5e(s) CS Countersunk GT Ceramic Tile LAB GHF Curtain Hall Frame(Ing) LAM GYD Cublr- Yard LAV LGTN LKR DBL Double LNO DG Display Case LT DF Drinking Fountain DIAM Diameter DIM Dimension MAS DIV Division MAX DN Dc..tn MOD DR Door MBR D5 Downspout MG DTL Detail MDO DW6 Drawing MECH MET MFD EA ,Each MFR EB Expansion Bolt MH EIF5 Exterior Insulation MIN and Finish System MIR EJT Expansion Joint M15G ELEG Electrlc(ol) MMB EL Elevation MO ELEV Elevator MRB ENG Enclose(ure)(ed) i"iRD ENL Enlarge(ed) 11iTO EQ Equal MTHR EQP Equipment MTL EWG Electric Hater MTP Cooler MULL Eke Epoxy Hall Paint N EX Existing NAT EXT Exterior NIG Fabricate NO Floor Drain NOM Fire Extinguisher Cabinet NT5 To Finish Face, Face of Frame Finish Floor Elevation OA FlnlSh(ed) Oho Fixture cc, Floor(ing) Framing OP Foundation OPER Frame OPG Full 51ze, OPH Footing OPP Fire Hose Cabinet OZ Gage, Gauge Grab Bar PART General Contractor PATT GtJtter Expansion Joint PGG GIa55, Glazing PER) Galvanized Pipe PERF Gypsum Board � 6rade(lnc3) PFN Glazed Structural Tile PG Grout PH Galvanized PL PLAM Hose Blb P•A5 PI-5 Hardboard PLNT Handicapped PN High Density Polyethelene Pipe NT Hardware PROP Hollow Metal PRV Hollow P5 Horizontal(ly) PT Hour PM Half Size PTR Height PTN Heating pV Hot Hater PHO Hardwood inside Diameter Include(ed)(ing) QT Information Insulation R Interior RA Invert RAD RB RCM Joist RCP Janitor RD Joint Filler RDL Joint RE REFR REQV Kitchen RET Kickplate REV RFG RM RO Laboratory Laminate(ed) Lavatory 5AB Location SG Locker(5) 50H Longlntudlnal 50PR Light SD SEC Masonry SH Moxfmum 5HT Marke.rboard SHTH Member 51 M Medicine Cabinet 5MR Medium Density Overlay Mechanlc(al) OP Metal SPEG Metal Floor Decking 5PL Manufacturer 50 Manhole 56K Minimum 55T Mirror ST Miscellaneous 5TD Membrane 5TF,R Masonry Opening 5TO Marble 5TR Metal Roof Decking SU5 Mounted 5 y Metal Threshold 5YM Material(s) or Metal Metal Toilet Partition Mullion North Natural Not In Contract Number Nominal Not To Scale Overall Ob5ure, On Center Outside Diameter Opaque Operable Opening Opposite Hand Opposite Ounce Partial Pattern Precast Concrete Perimeter Perforate(d) Prefabricated Pref Inlshed Plate Glass Peg Hanger Plate Pla5tlG Laminate Plaster Plumbing Plant(er)(Inq� Panel(In Polnt( Polished Proposed Power Roof Vent Pencil Sharpener Point Pressure Treated Paper Towel Receptor Partition Paving Plywood Quarry Tile Riser Return Air Radius Rubber Base Recessed Mat Reinforced Concrete Pipe Roof Drain Roof Drain Leader Relnforce(d)(Ing) Refrigerator Required Return Revislon(s), Revised Roof Ing Room Rough Opening Sound Attenuation Blankets So I Id Gore 5chedule(d) Scupper Storm Drain Section Square Foot(Feet) Shelf, Shelving rS• heat Sheathing Similar 5ingle-Ply Membrane Roof In g Shower Partition 5pec(flcation Special Square Service Sink TO Terra Gotta TCA Tile Council of America TIP Trench Drain TEL Telephone TEM Tempered TE5 Tapered Edge Strip Td 6 Tonq�ue d Groov THK �e Thlck(nes5) THR Threshold TOIL Toilet T-PANEL Translucent Panel TPD Toilet Paper Dispenser TRD Treated T5C Teacher Storage Cabinet TW Tockable. Wall TYP Typical TZ Terrazzo T/ Tap Of U(-- Undercut UL Underwriter's Laboratory UNDRL Underlcqment UNFIN Unflnls ed) UON Unless Otherwise Noted URNL Urinal UV Unit Ventilator V Vinyl VB Vapor Borrier/VInyl Base VGT Vinyl Composition Tile VERT VertlGal(ly) VF Vinyl Fabrlc VTR Vent Through Roof H Hlde, Width, West HG Water Closet WD Wood WIN Hlndow HM Homen HP WaterprooF(Ing) WPT Horking Point HR Heather Resistant HT Height H56T wainscot WWF Welded Wire Fabric H/ With YD Yard SYMeOL5: EARTH POR PILL d •• CONCRETE Gast -In -Place/ Sltc:GUSt BRICK GONG MA5 UNiT GROUT/MORTAR 5TEEL !are ale PLYWOOD WO(')D FINISHED �1^0 D BLK Bet Framing f _ WOOD FRAMING d GONT BLKG _ CAULK/5EALANT INSULATION Loose or Batt INSULATION Ri id or EJT Filler- AGO05TI6AL TILE GERAMI G TILE :• GYP M 5U HAL I_ BOARD 1 STUD HALL (i/?S",I/�t• plain) 5talnle55 Steel `� Steel SHEET NO. 1704 Standard Stringer t..�- DETAIL NO. Storage J'704 DETAIL GUT 5tructure(al) Suspended SECTION GUT Switch l012 NEN POINT EL. Symmetry(Icol) , T Tread TBD Tackboard TBR To Be Removed EXI5T CONTOUR NEW CONTOUR - - LEVEL LINE, CONTROL POINT OR DATUM hayes I Nowell a r c h i t e c t s 135 West Connecticut Avenue Southern Pines, North Carolina 28387 910-692-7316 / Fax 910-692-7476 www.hayes-howell.com ELECTRICAL ENO I NEER: HAAS ANI7 KENNE';�`I' ENO 1 NEERI NC •, P.A. CONSULTING ENC I NEERS Chorlotte, North Caroline 704-�33-b�QO PATE; 21 A USFUST 2004 GAMPU5 PLAN E-1 4 0 0 0 0 o 0 ez _ To p Y�'><ElcH 7-7 Q� NDEX TITLE SHEET A -I 51TE PLANS / DETAILS / 5EGTION5 A-2 PUMP HOUSE PLAN / DETAIL5 / SEGTION5 E-1 ELECTRICAL SPEGIFIGATIONS / 5YMf3OL 5GHEDULE E-2 ELECTRICAL PLANS / LICHT FIXTURE 56HEOULE VF U A -A 6�. -RA!&- A I j �� I( ,I II ;I '• Q CZ O ,✓ cJ© STRUGTVIZAL VESION DE51CIN LOADS: Glossifkotlon of t3vilding, II 5 - utility Live Load: Roof 30 psP Office Floor 50 p9f 6I095raorM_ob Floor 60 peF Gorry�vtcr Lobs/ conference Room, 100 psf c kal Room I50 P, snow Load, 10 psF Kind Load, Bask Spccd 130 ,mph (ASGE-'1-qb) Enposue G Importance Factor 1.15 Internal Preo5we Gocfflclent +/- 0.1E Kind base shears (for FW-Sits) Vx West - 550k, vy West r 154k Vx East - 315k, Vy East - I40k SEISMIC DESfr;}tl CATEGORY A Gompllcnc.o with Scctlon 1616.4 only? SEISMIG DESIGN CATEGORY B, G, t D Provide the A10;'Ang Seismic Des Porometers; Irrportonco Factor 125 5efsmlc use Group II Spectral Re5pon3e Acceleration 5ds 2b3 %g 5dl 14.4969 51te GI0951f Icotlon Pack structural ajstem (check one) Bearing Vi011 - Dual w/speciol Moment Frame X Band From - Dual wAnter'mediats R/G or Special 5teei flonrcn. Fro - Inverted Pcrdulun Sclsmlc boss shear V West = 243k V East = 206k Analysis Procedure - simplified XF-qutvatcnt Lateral Force-I-lodal Architectural, Mc4hcnkol, r...orrponents anchored? - Lateral design Control. Earthquake - Wind X Son Bearing eapoclttes, Fleld Test (provide copy of test report) 5000 Psi Prc5vW tvc Bcarhg copocity WA Pile size, type, and ccpauty Vbro Corp hon/ Vibro Floatotlon PLILH INS FIXTURE Rr.W"ZE"ENT5 Occupancy Waterclosets Urinals Lovolories Showers/ I Tubs Drinking Fountains Male Femole Mole Female Regulor Accessible Req. Act. Req. Act, Req. Act. Reg. Act. Req. Act. Req. Act. Req. Act. Re . Act. unLITY WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA A 611E-5 10L.E PARKINS Lot or Parking Area Total ill of Parking Spaces IiI of Accessible Spaces Provided Total N Required Provided Reg ulor with ;i Access Ailse Von Space with 8' Access Aisle Accessible Provided WA WA WA WA WA WA SPECAN- APPROVALS Special approval: (Local arlsdletion, Department Of irlour•ance, SBC,GI, IGG, otc, descrbe beloril WA ENEP(F,Y REouiREmENrs: The folfowing data shall lac consk)ered minmvm aid any special attrbvte required to meet Uie energy code shall also be proviclod. Each Doskrer shall furnish the required portlons of the project Information for tha plan data 6hcet. IF cr air cost budget method, state the annual energy cost budget Vs allowable arrwal energy cost L THERMAL ENVELOPE Method of Gomplkme, Pnoscripwo Par•formar)co [-Energy Goat Htrdget Roof/telling Assembly Door R-Values (FRP door) 11.11 De5crir7tbn of assembly Outside air film 0.1I lactic Roofing 033 Walls adjacent to une-ondntone-d space Iroide ilm obi Description of ossambly WA U-Valve of totoi assembly O.gOO R-Voluc of Insulation WA welts below g-ade Description of assembly WA Floor-,., over unconditioned space Exterior walls Mrick + cf' u) Descrptlon of ossembly WA Descr�tbn of osoembly Outside dU• film 0.17 Floors slob on ads 9r 4• Brick 036 Descrtptlon of a9lembfy 9' cm [if ovleide air film O.rl Inside air fit„ o6e 4' brick 0.2 U-value OF total a5sembl y 0.431 ts• GF�I 020 1.11 R-value .nf nsulatk+n NrA •• rev -alp nkrta 0.40 hotde al- flhn o,q2 u-Valve of total cWcmbfy 0316 R-Value OF Insulotlon N/A Horizontol/Vartkal requirement slab heated NO U Y C U "I , I -A I.. IV, -A 6- b.V...A 1 11- -4 CITY, ll U_ FIFM mwm:cnim RTsCSU{RB £NTJ Life Safety Plan Sheet a WA building Element Fee Separation Dlstaue (feet)5trT/Gtwol Rating Aeslgn is and sheet a Design a For Rated Assembly Dealer a for Rated Pencteotlor Desicr a for Roted Joints Req•d Provided" frame, Including columns, rdere, trusses - - becrng walls Exterior North _ 0- East _ 0- wz5t - O - - - - - South Interior .. 0 NomizarYk3 walls and Exterior 0 - - - - - North 0 East _ 0- West - 0 _ •' _ - South _ 0- Interior _ 0- Floor construction Including supporting bcame and Joists - O - - - - - Roof construction Including supporting beams and joists - 0 - - - shorts - Exit - _ Shorts - Other corridor 5eparotlon -- Occurxuwy Seporot - WA Pcrt4/Fire Wall Sep. - WA�J_ smoke Barrier Sep. - WA Tenant Separation - WA 'Indicate section number permitting reduction LIFE 5JnPM SYSTEM REWRht-eM Emergency Lighting. WA Exit 5". WA Fire Alarm WA Smoke Detection 55kptems: WA Panic Hardware: WA EXIT fEC11.11FIZB-Ei• Tj Number and ar•ak)ement of exits floor, room Or 6 at,! on Mnirrxn2NwMxr of Exits Travel Dlstawc Arca^yrent Mecan of Egr•es'9 (section 1004.1) Required Shown on plan alloHoblc trave distance (tobl 1004.2.4) F actual travel dlsicnce shorn on plan required distovIc between exit doors actual distance shown on plans 6roud Floor WA WA WA WA WA W77 I corridor dead ends (Section I0043.23) 3 Gorrrn;-n Path of Travel (Section 1004.2.5) 2 5ingle exits (Table 1005.2..2) Exit Kdth use group or space description (0) (b) (c) exit width (In) 2,3,45,E Area' (sq. fU - Areal per occupant (toblo 1003.< 2 Z) Occupant Load ,:press width per occupant (table 1003.23) required width (scctlon 1003.2.3) (a actual width shown on pians7 f tar Other' 9ta r Stair Other 6rovnd Floor WA WA WA N/AwA N/AwA I See Table 1003.2 detarfnlne whether nat or gr055 aria Is applicable. See definition 'M6a, Cross' and -Area, Nct•. !Section 1002) 2 TTie sspprrinkler Inc, ease per 5e`ctlon 5065 15 09 follow,, Multi -story building Is = 200 percent. 5ngle stonf bvIr1l, � Is = 300 ercent. 3 tglnVrvxn 5Tair" width ;roc lion 10033.3); min. corridor Hldth (Section 1004.32.2); min. door width (Section 1003.3.1) 4 Mnvnvn width of exit passageway (section 1005.33) 5 The loss of one mean or aaya5s ,boil not reek" the Oval able cq%XIty to less than 50 percent of the total required (section 1003.2.3) 6 A,sembly occupaicics (section 1008) S-AU6- -AM- CAl�OI,INA APPETIDIx B Ei 11LD,IN9 covE SUMMARY FOR ALL GOMWACIAL PR0.E✓T5 (except I and 2{dmffy ci+olltigs amid toralfnousos) (Raprodvice t!!e followYrg data on the bufidY><j pkro shoot I or 2) PROJECT INFORMATION Name of Project: � ra Anort5 r rmtwATIOt W Address: seas AFWVV-L 9T. HoraieAV urY, Nc 2WM-2gog Proposed We: 92X,`0GHAL AaOVV UM Owner or Authorized Agent: cAR7MzF.r cowlurr ca lmm Phone a . (ZW 222-0140 owned By: 0clty / county ❑Private 05tate Godo rTForcemcn! Ju 19dkllon: �1Gty 0coLnty LEAD DDE.516N PROFE55IONAL: Des � Ekm J:1„Fp� LI .Pc .fyye It TEIP a Archlte,ctu•oi myrs NowmA, PA, RonmTA DeRsQN 05&2 (W)642-7916 GMI WA Electrical Fire Atoms NAA.9 4 K11*4VY Tolomrr A, PAYW 22M typo) 54e-000 Plumbing WA WA rlechrnkal WA Sprinkler-StarK�lpc WA structural WA LoncKeope Architect wA YEAR EDITION OP c m YEAR EDITION OF cO0E:2000 International Buidiing aorta, tic'. 2002 ®New Construction 0Renovotlon (Existing Bundng) DVitt 0Alteration BUILDIN9 DATA i:On trvctlon Type: O I -A 0 113 ❑ 11-A 0 11-13 ❑ 111 0 IV -A ❑ IV-B O V-A ❑ V-B Mixed constructon. No Theo, - SfNhkler�o: No O NFPA 13 0 NFPA OR p NFPA 130 StanG�'7lpe9No GIa9, 0 1 oil O ill O Wot Q Dry Flra istrkt:: No Building Helght, ,12, Fact __„L-wWiber of Stories O Unlimited per - Mezzanlne. No High Rise, No Centro! Reference sheet a Of provided) Gross evi,dia(f Mea, F_j,22-r E.l5tlna (sa ft) New (sat It Sub-Tat.al (aa It 6rond Floor - I46 196 Total - _ Iqb t46 ALLOYIAELP AFZEA Primary Occupancy: IIIIIIty Secondary ocaupor". - Spec lal occupancy, O 5062 0 505.3 ❑ 508.4 D 506.5 O 508.E 0 506.1 0 506 9 mixed Occvpancy: NO seporotlon, - Hr. ,3023.3) Exception: - D Nan -Separated Mixed occupancy (503.1 Exception) O 5cpar0ted Mixed Occvp0mg (303.1/303.2) Actual Area of p e%za•+: , A Artual Arco of - .a.��^-: B t 1 Allowable Area of Occupancy A Allowable Arco of Ocu,pom! 91 B <100 Stacy No. Description (A) (8) (C) (D) (E) (F) _ and Use Bldg Area Table 503 Area for Area for Allowable Maximum Per Story Area Open Space Sprinkler Area or Building (Actual) Increase, fncreose2 Unlimileds Area 6naAnd Purnp House 146 - O O WA WA 1. Open c, or-r rea>a tr .:: • .;1,:, :.•Ob.] r a caroputed th", a. PA-1, -1W which Fronts a Public way Or OPen -4' having 20 feet mlnmura width ` -_(F ..rt iPPr . t7cfiGing Ynet. -�fF) I ulb nFlF�) � (lFr ef e. Percent of frontage increose (F/p -0.25) x W/30 2. The 5prinker lrcreaae per section 5063 Is as follows, o. Nvlti-story building I = 200 % b. 5ingle-story building I •a 300 % 3. Ltnitmite'd area Oppllcob a under e0ndltb s of 5a4tlan 6roap B, F, M, 5, A-4 (5O•t.1, 507.2, 50T.3, 5075) Croup A motion p,chre (5071b); Malls (402b); and H-2 Aircraft Hangers (507.6) 4. Maximum Bvlfdhg Area ' total n rrtocr Of stages h the building x E but not greater than 3 x E 5. The maximum area of perkrlg 9Or s molt comply with 406.35. The maximum arcs OF ar troffle control towers nest comply wlth 41 .f,2. ALLO ABt.E Wi6ffT' ALLOWABLE (TABLE 503) IN6F2EA5E FOR SPRINKLER 5HOWN ON PLANS coDE REF. TYPE OF CoN5TRUCTION: TYPE, IIB TYPE, UB Table 509 1501110146-5 HEIaSHT IN FEET, !W-O' H . 20' _ _� 12'-0' 504.2 BUILDING HEIGHT IN STORIES: 2 Storles.l= B(A I 5042 DEC 1 4 2004 viorehead City uCht� F ROU W. 100052A PHASEt CIS 9 CEfl(. NO. r 95 SFltl. E.. A 5 i _ TT/D_E_CK EL=+1.50' 2 x 8, TYP.-- (4)2x125@ EACH PAIR OF PILING5 HIGHEST TIDE EL=+4.21't 2 x 8 GROSS BRAG I NG, TYP: 8" 0 PILING 4 x 4$ 2 x 4, TYP. WHERE GUARDRAIL DOES NOT OCCUR i o i 2 x 8 DECK, TYP. I o I n� �o 0 2 x 8 DECK W/ 1/8" GAP BETWEEN EA., SCREWED TO STRUGTURE W/ 4" STAINLESS STEEL DECK SCREWS, TYP., I °I Io° � I ° 1 I o I x 1'-4" BOLT AND I oo WASHERS, TYP. HIOto I --------- --�EL-=H4.21�tIDE --I 5/4110 x 12" o E 0LT AND WASHERS, TYP. r t 5'-O" + I i NOTE: GUARDRAIL I I i NOT SHOWN 1 I ( 1 1Oro FIER 5EGT1ON o/2!I = I1—oll SEALANT, EPDM BASE TYP.-,, / FLASHING, TYP, Njitm FEWER JOIST HANGER, TYP. 2 x 6 RAFTERS 1'-01, O.G., TYP. 12 ABOVE PIER DECK I/2" TYP.---, 2x6 - c TUDS ® - + 1'-411 O.G., TYP. HINGES: STANLEY FBBlgq FIVE KNUCKLE FULL MORTISE HINGE, 6x6, STAINLESS STEEL; 4 HINGES 1p EA. SECTION OF ROOF (8 TOTAL), FASTEN WITH 55T 5GREW5. PILING, TYP. 2 x 8, TYP. / 'z (2) 2 x 125, TYP. 2 x 8 61R,0515 = BRACING, TYP. 8 x 8 PILING, TYP.---� MM OS P I ER ELr-Y. 3/4"O x 12" BOLT AND WASHER, TYP. I NOTE: GUARDRAIL NUT SHOWN. REFER TO 206 FOR GUARDRAIL INFO.. r I I I I I I I r I � I 1/211 - - U NOTES: I. PAINT ALL FIBER -CEMENT SIDING AND TRIM TWO GOATS, TYP.. • 2. GUARDRAIL NOT SHOWN. REFER TO 206 FOR GUARDRAIL INFO.. • 3. ALL WOOD SHALL BE PRESSURE TREATED. REFER TO SPEC. SECTION 06105 • • 4. ALL BOLTED CONNECTIONS SHALL BE THROUGH -BOLTED W/ WASHERS EA. SIDE U.O.N. • 5. REFER TO SPEC. SECTION 06105 FOR HURRICANE TIE REQUIREMENTS. • I'-O"W. x 2'-O"H. Co. AL_ LOWER ALL METAL GONNEGTOR5 SHALL BE H.D. OALV., U.O.N.. EPDM ROOFING, TYP. • • • 107E 107D \ / 107G 1078 OPP. • • ' EXHAUST _ hayes how( -- - LIGHT, TYP.FIBER -CEMENT -- _-- FAN I _ ___t � �� • : a r c h i t e c t �- --_.---- --� ------___.___ _----_-_� SIDING 4 TRIM, TYP. �_ --- -_ �W� • • 135 West -___. __ -- -- � Connecticut Ave 1-------- ------ _..._ ___-------_--- _ _---.._...._-._... _____ � �-_--------._--_� l___--_._ - .__--__ __�{ ....._.------....._j • • Southern Pines, North Carolina 2 _- ♦ 910-692-7316 Fax , / 910-692-, -IF i www.hayes-howell.com • • ' PRESSURE • TREATED WD. PILING, TYP. • RA ss � G F CER s 05 I= l r-R PUMP HOU5E ELEVA71 ON5 0RrN CAR°�\�� - Y EX15T{NG (HOWARD) I/2" pHyD -yp, 6LA55ROOM BUILDING • PROVIDE 1/4" 50, WIRE SST SCREEN • �� b /FE--PrF->M ROOFING, TYP. A203 FASTENED TO FACE OF RGP W/ 1/4" 0 x 2° WOOD PIER -ALL 05812„j- 55T LAG BOLTS, WASHERS d LAC SHIELDS, MEMBERS PRESSURE .._.... _..______.....__. __ PUMP HOUSE MIN. OF 8 FASTENERS TREATED TYP. • y �' .. PRESSURE TREATED • J'O �9py c` ARO��`�• GLINT. A206 �"- WOOD GUARDRAIL AT CLEAT, / - - - -- - -- ' -- - - CONCRETE BASINS ONE SIDE OF PIER 201A • NP. _ BEYOND - 207B PIER PUMP HOUSE EX. FFE=10.0'+/- 2 2 �- L - - _ _ _ — == _ ® =----- - 105 --r______________ _ __ -- - _ - 8 x 8 TIMBER - _:_-- - LJ ��-_ `-`� - _ Consultant ll________ - - L__- - - 106 -_ � �------/ _`___________________ L_ I r---_._------____•-__ ----- - - �-_�_.�_-- T/ PIER PECK • • I I - r,------ EL=+7.5' • ------- - - - - �- �- --- - HIGWEST TIDE NORMAL HIGH • PFN. �" PIPING VAULT _i_ � " 6 6:' MET. -- i i i EL=+4.21't _ WATER _ • A203 EL=+2.CI5'± • It tl �' EX.STONE is �I ii 6 - TRIM I'-6" Q5 RGP GUT IN 1 1 I I I I i i HALF p PIPING VAULT BREAKWATER _ LD WEST TIDE • 6 if 1'-6"0 RGP, SLOPE DOWN p FIBER DEMENT TOWARD BOGUE SOUND TRIM, TYP. MIN. 1/4" PER FT. CARTERET a I t '' i i i i i i i i i i i i • HASP. STANLE Y' • COMMUNITY 5Pg1755T,20 �� It i� II It ii ti It • 8"� PRESSURE TREATED 8� PRESSURE TREATED I I �� I I I I I t r l + I • EA. SECTION OF WOOD PILING EMBEDDED WOOD PILING EMBEDDED i i ' ' ' ' i i ' I i i ' ' ' ' i i ' ' ' • COLLEGE ROOF (4 TOTAL). 10'-0" MIN., TYP. OF 4 18'-O" MIN., TYP. FOR ALL i i i i i i i i '' i i ' r i i i i '' '' i i i i • 102 I SITE SECT 10N I/8 = -oil n OFFSHORE PILINGS ' " I r l i I I I I I , i i t I I , I • II �I ' II " II II I� " �I II • Ir II it �� rl " tr 11 r� �' I, Ir • u Ir (I I1 " II " It II " " li II • / SEALANT 2 6 2 REFER TO 10-IA 4. B FOR TYP. MATL. NOTES 2 6 2 6 2 , l `'•` =1BER CEMENT 51DINC, TYP. Ce \TOP PLAT ES FOLLOWING ROOF SLOPE EPDM BASE FLASHING, TYP. REFER TO 107A 8 B FOR WP. MATL. NOTES PFN. MET. FLASHING (20 I„ GAUGE) W/ HEMMED * EDGE, TYP. �311©II ■k M1101■YMMIN 0'1 PIER PUMP HOUSE DE7,41 L5 NOTE: BOTH SECTIONS OF ROOF SHALL BE HINGED. 5II = 1 1—o I1 O \D 1\4ARICULTURE EX15T'&iO O;OHARD) SITE 1 CLASSROOM BUILDING I • NOTE: V.I.F. DEPTH OF / : MOREHEAD CITY, NC \ EX. FIBER OPTIC 1' • GABLE 4 COORDINATE • \ INSTALLATION OF RGP • \ \ CA GONG. WALK TO • O AVOID DAMAGE TO • O\ 0 \ CABLE, TYP. / • \ \ I EX. BURIED • , 1 FIBER OPTIC 5'-01 5'-O" 51--0" 5'-O" l -~ GABLE, V.I.F. - --- _ --- - _. ASPHALT © e, \`'�' ' p '� / • • - -- --- -----� (2) 2 x 125 I DRIVE • IL ` - i i -' i / • BELOW, TYP. ------------ `------------ - _ - • ----------------------------------------------------------------------- -- ---_-- - - - �_- ------ _-----__._ > II---------------� _--------- CO -------------------- ----------------------- ----- --------------------- c0 PUMPCONG - -- - 5TORMWATER , 1 �,. • MANAGEMENT � HOUSE � � BAS� � • � FIELD O I H • - - ----- - — - - _.—_------- - - __-- -- - _ _ - —_ _-_ _-- -- -- ' ' EMERGENCY • SEC 4 - -- - - EO ({ )) / 1 I GENERATOR • ZQO4 Ea. VAULT, V.I.F. ---_....------------- -- - ----------....._-�-----.__--______ _..--------- - ----- --•----._--._._ i._._...----_----...__----------------... i --•- / � \ \ � � � BA5 N f / • MOrehead City DC��1 w� 0 GONG. I ♦ \ � � A201 / WALK / • �' ' ' - -- ! • Revisions: Rc,P •Mark Date Descdption ------------- - - - - - - - - --_ __-------s�-------- ----=----- - ----_ —-- - ----- LJ EX. GONG. -- ----------------------------- ---- ------------- ----- -------------------------- --------------------------------- -- -------------------------- -- --- ------ ---------------------------� - BREAKWATER � __ _ • _ -----� -- -\—r�-=�-��_-- -- -- \ —T-- ______------' -----\ —7-------------- --- \ —J-- —---------------- -- \_ V I -- __— • ------------=--�----- ------ -- G---_—_---------- ----y—� `J—�— -- ------�1� - ------------------ --- -- --- -- ��---—_-_ I __ �w -- — ---- — -�—_�-_ — - • . Project Number: 100032A 2 x 6 STUDS Cap NOTE: TH15 DIMENSION MUST I'-4" O.G., TYP.--'- ----�_------- - -- -- - ---_ ---- __- BE FIELD VERIFIED WITH THE • SITE TOPOGRAPHY AND THE ;Project Phase: CD _._._..-____.._._--------.-.--_-_--------------------------- -__---.._...------_--- .__-_--_ �.---PIER VERTICAL DIMENSIONAL - Y I I 1 - ------------------------ REGiUIRFMENT5 OF THE PIERO G I --------'�---`-_---- SHOWN AT A102, A105 4 A106 O • Drawn By: Dean Cl `l./ DRAWINGS. N • Checked By: • Issue Date: 27 August 2004 1 FIBER CEMENT I I/2" PWD., TYP. I t r BOGIUE SOUND ---� _�- -- - ---- LAP SIDING ON---- - • ------- ----.--_-_--- _ _ I/2" PWD., TYPE _ - _ _ Sheet Title: • t-- -------------------------------------------------------------- ------ ---- -- -- --------------------------- ----------------_----- ---------------- --------- --_- --------- I -,-------------------------------- - ----------- 104 Site Plans ----------- • Sheet Number: PILING CENTERLINE, TYP. 8" 0 PILING j `\ • BELOW, TYP. I �� PIER PUMP J A I PUMP HOUSE • HOU5f= / F I ER FLAN ! —oil I O ( 51Trz FLAN �1 0 I! I— IE • - - - - - . . . . - ! 20 0 • Sheet Total: 3 51-011 2x8 JOISTS, TYP. REFER. TO 210 4 211 FOR T,'F. MATL. NOTE` PFN. MET. GUTTER SPACER ALTERNATELY SPACED FROM BRACKETS —J v _ PFN. MET. CUTTER �0 T/ GMU 511 -010 A/ T/ ' 1' SLAB PFN. MET. HANGER STRAP 215 LON r-AVE 511 = 11 011 REFER TO 210 4 211 FOR EPDM TYP. MATL. NOTES ROOFING 1 ,SEALANT 214 RAK"M PFN. MET. RAKE TRIM 8" GMU BOND 7. BEAM REFER TO 210 FOR TYP. MATL. NOTE CONT. 2 x 6 ROOF RAFTER 0 I'-4' O.G. \ 2 4 PLYWOOD I '- T/ GMU 2 - g 81_�y 11 - A/ CCTT/ SLAB ANCHOR BOLT `Li 211 HIGH SAVE S REFER TO SPEC. SECTION 6105-3 REGARDING HURRICANE TIE REQUIREMENTS, TYP. EPDM ROOFING 12 SEALANT I� GONT. - CLEAT N FR 2 PFN. MET. TRIM Iffil PFN. MET. FASCIA CLEAT 1IGONT. 1 t n HEMMED EDGE 511 " II-0" 1 8" GMU LINTEL, TYP. BRICK y 1 s' . FABRIC FLASHING #5 GONT., TYP. " GALV. ST. LINTEL WEEP (MIN. OF 2 0 EA. OPENING) r-r — - ---_ -- II II AL. DOOR FRAME r BRICK BEYOND I I I I AL. WINDOW 0 I I _ SIM. GOND. I I I I I I I I I I I 3" = 11-011 1210 r; R. / AI N. HEAC� FASTEN ALL RAIL MEMBERS WI 2V2" DECK 5(.REWS, U.O.N.. DO NOT CRUSH SURFACE FIBERS W/ 56REW HEADS. DO NOT OVER DRIVE 5GREWS. CONT. 2 x 6, TYP. x 8, TYP. OPEN, T(P. 0 0 0 0 2 X 2 NAILER I ! CL 4 x 4 P05T Bison NOTCHED ® m m EA. END J — — #55 0 1, 2 x 4 POST, TYP. I I 11-01, O.G., LI 1 3/4" 0 x 5 V2 "" q THROUGH BOLT AND WA5HER5, TYP. OF 5 ® EA. A P05T -1 TYP. TYP. - - o FTC. ® J PUMPHOU5EU.O.N. ...-- I I ° °° g. 0 p O Oo 00° o �O o00 o ; — � o � d 2007 6UAR:i AIL. 1/211 = 11_011 211 OPH. 210 OPH. PUMP HOUSE 205 8" GMU I/2" CHAMFER, TYP. BRIGK _____ ________------------_-___--- - - • v n • �I GONG. WALL, BAG/ - ' a NOTE: ALL 5T. RE. ' - # 1 11 4 SLAB 4" IOxlO WI^1F RUB FINISH SMOOTH SHOWN SHALL BE .6 I -O • 8 S ON 4 GRAVEL 4 UNIFORM, TYP. a 311 H.D. GALV., TYP. O.G., TYP. BASE BEYOND ALUMINUM BAR GRATE - 2" HIGH • x 3/16" (SF-2 SERIES) BEARING da • • BAR GRATE BY McNIGOVER OLS Co. 4 m FIN. GRADE • hayes howe OR EQUAL, TYP. OVER VAULTS ° #65-0" O.G., TYP. • d; o ° • GONG. SLAB, TYP. • a T C h 1 t e C t LINE OF Fi"G. WHERE PIPING VAULT � d4 IOxIO W.W.r==., TYP. I/2" GJ7 d DOES NOT OCCUR (DASHED) CONT. SILICONE • 135 West Connecticut Aver ` o DUMBELLA • Southern Pines, North Carolina 28 --12" WIDE GMU LINTEL BEARING a� ^—�' STOP, TYP. SEALANT, TYP.• 8" MIN. BOTH ENDS, TYP. ° GONT. 2X4 • 910-692-7316 / Fax 910-692-7• �. - ._ _ °�'c�o °° ° ° KEY, TYP. GONT. #6, TYP. a �20 ° °° o p°o o ♦ www.hayes-howell.com �f SYNTHETIC WEED PREVENTION I I VB, T fP. ° ° • LANDSCAPE FABRIC 4" ORAVEL BASE - ° °UO a° p ° ° o ° ° q O.G. TYP. ON COMPACTED q °, : -'-� , i aFEssl 8�0'�°�°°p o° ° °°�°dog a SOIL, TYP. — 4" GRAVEL BASE ON a ° ° a a - 1I0 C111 1111 #5cj . (A 40�p liO Y� GOMPACTED SOIL • _,,,_ a GONT.,* 41 y d° Q a TYP. • CERT. No. - - - - - - - - - - #55 0 1'-O" O.G. • S95 EAL A-��/ I I -5 9 3 -4 #55 GONT., TYP. do ° Hero P GONG. FTG., TYP. P. I 1 11 11 I 1 19 Q ,/ L L s 204 CONCRETE BASIN5 / PIPIN VAULT S�CTIO�I 5/4" = 1'-0" � RT" °AR°�� 215 GONT. GMU BOND BEAM NOTE: SEAL ENTIRE INSIDE AND ALL EXPOSED SURFAGES OF GONG. BASINS 4 PIPING VAULTS WITH PENETRATING LIQUID FLOOR TREATMENT ("SEAL HARD BY L & M GON5TRU6TION CHEMICALS, INC. OR EQUAL) 5" = i ,-o" 1:205 PUMP HOUSE 4 CONCRETE 5A51 NS SEGT I ON "" t%" GMU BRICK BRICK 8" GMU BACKER ROD I T ANCHOR 4 SEALANT, TYP. GMU BEYOND GROUT FILL `� AL. WINDOW SEALANT, TYP. �- —, AL. DOOR FRAME AL. 5UB5ILL FRP DOOR BEYOND THRt_--` 1-10LD BEYOND 215 AINr:)CA JAMB 311 -= I' -oil 2011 DOOR JAMB GROUT CELLS FRP DOOR SOLID �. GMU BEYOND 1 THRESHOLD ILL BY HI . MFR.----- f ��j / AL. WINDOW m BRICK HEMMED EDGE -' 4" SLAB CUT BRICK W/ 10xIO FOR SLOPE WWF 8 \ 8" GMU VB ON 4" WEEP, 2 PER GRAVEL 81, GMU -�~ WIN. TYP. BASE j BEYOND 12" WIDE (NOM.) PIPE GMU LINTEL FABRIC VAULT BEARING 8" MIN. 0 FLASHING WALL BOTH ENDS, TYP. BRIGK � •. • ... •_ / ` . \ GONT. #6, TYP. MAS RE. GROUT, TYP. F I BER6LA55 GRATING FILTER POND VV Y LI\, 1 I 1 . %.— <- A OF � 00 RED • c) 81 • • • �j�lH CARO�'�� F"N P1� • • • • • • Consultant: 204E 0 • • • I I I • I • - �' I CARTERET COMMUNITY • COLLEGE • • • • • /410_0�� IMARICJLTUR.E SITE PFN. MET. GUTTER BRICK, TYP. • 2'H AL. WINDOW PFN. MET. FASCIA, TYP. • -- EX. HAS. WALL (TYP. OF 2) 210 SIM. 214 211 • MOREHEAD CITY, NC BEYOND • 210 PFN. MET. _ m �_= _ _-- _-=--_— LIGHT, - _ __ -_ --- • GONT. #4s H.D. D.S. SA-47 = =-_-- = =— 212 =- =_ : -- _ _ = TYP. _-_ _ _ _ - --_= • GALV., TYP. GONG. WALK W/ IOAO--- d -�.-___--- - _ -- - --- _ ----_ __ --- _ _ - __ • a - W.W.F., TYP. - - --- - -- - -- - • oa ° _ = I #45 H.D. GALV. . x 6'-8"H. FRP O.G. aa DOOR W/ 2'-6"W. x • 2'-O"H. LOUVER • RGP PIPE 202 PUMP HOU5E EL r-\/AT 1 ON5 14 = 1'_0" REMOVE EX. FND. WALL d FT6. • 44__.�__��_�. __s_--- -_.�' -__-1 AS REO'D. FOR INSTALLATION i i • OF RCP. INFILL ALL GAPS I I • BETWEEN EX. FND WALL 8 RGP I I • ,_ I „ „ L 11 ,_ 1, W/ GROUT AFTER RGP 6 O /2 101-O 6 I 28 6 • I`I I I 11—II I—� I I —III I I�I I I a INSTALLATION. I , -1 I M I I 111-111 =1 11-=1' 1`I 11=1 I - —1 I- SERVICE CHASE - II l i • 11-1 I 1=11 1= c�uTTER I —III —I � 1=1 11=1 1 1=_---.- = 1== -� GROUT CONNECTING RGP � i • —I I I`I I I--III—III--yl I 1=1 I 1=1 I I —Ed I —I I 1=1 I_I—_`I I 1=111=111=1 SERVICE CHASE BUTTER --, —;— �- — — — — — — — — — — — — — — — — , • i—I I=1 I 1=11 I 11 I ---I 11A I I —I I 1—I I I-1 I I —I I I— I1=1 11=1 - LAY END OF RGP PIPE IN _ _ _ _ _ _ _ _ _ i i I • III—III--III=III=III=III=III—III- III=III=III=III=III—III- I GONG. BED i i_ /' 3/ II 1 1.o u i i -' I I SLOPE SLAB 1/411 I I 206 SERVICE CHASE / RCS 4 PIPING , , � PER FT. MIN. TO � • Revisions: VAULT �i-_r__. _ I -�� DRAIN, TYP. I I Ma MUDate -'ad CI'�ftf6 ALUMINUM BAR GRATE - 2" HIGH x 3/16" -_ -_- r • (SFT-2 SERIES) BEARING BAR GRATE + I I BY MoNIGHOLS GO. OR EQUAL; ALIGN V -1 - I- - 5TEF' FTC., I I 1 TOP W/ T/ OF GONG. WALK 202 i I LPUMP —J L_ — L —i HOUSE -' PIPING VAULT FLOOR I I • GONG. F"TC�., TYP. • _ D RAIN I I • O O I ii., 'li ! ! . �!;';II l•; � t! I I! — — -- — — — — — — — — — — m • 2" MIN. GRATE BEARING, TYP. 0 VAULT WALLS - - - - - I jl1 f lip , II i, t� _ I • Project Number: 100032, T-7 II I' it I d II' IiIf1z •1NOTE: GONG. 12 WIDE dJ �0 I� i � � , I I ! Ij ; I � l .!.111! I II! ;' I �! I' I1 I- ' ' I - -- -- -- - - - - - - - - �GMU LINTEL i' I I ':'. I fi lil{dill I I ! IL � I FTG /WALL TYP 0 51-411 �•! s ,. n u ta;l i,w . u ALL SIDES OF VAULT U.O.N. GRAVEL ON a COMPACTED SOIL SYNTHETIC WEED PREVENTION LANDSCAPE FABRIC 2x4 KEY = e d 4 #5s GONT., TYP. BEARING 203 I I .. - I III I ;Project Phase: CD GMU 8"MIN. O T I I I -J III •----------- ----- _ #65 0 11 -011 BEYOND - BOTH ENDS, i (- - - - r - - SLOPE SLAB 1/4" O.G., TYP. - ''- - TYP. I i I �- - - -- J I - ` 202 PER FT. MIN. TO III la" Drawn By: Dean, Ratliff 1 11� _-- --- _..--- GONT. _ I I I v- I 1 I i I DRAIN, TYP. I I Q • Checked By: GUT INHALFi - #6, TYP. - J -=j"I ( I r- • o 4i o�oo .° a° � � • ° p- � iI+ iI�+ 20B2 III I1I IIII IIII iII IIII ••• Issue Date: 27 August 200• o°p_ pO°4A0 °Ob0 � 0°Oo�O ° ° - /- °p °o o 80 aQ aGONG. FTC., TYP. L- Sheet Title: 000 • o°p°po °o o °°°°o° °° o o ° $2�01.- _ � d ! GONG. WALK I Pump House TF • #55 p 1" d 9 4, i i GJT5 0 8'-0" C.G., TYP. I I Plan & Details O.G. TYP. I I SLOPE DRAIN PIPE • ICl/4"PER FT. MIN. TO - -------------------- - 0 RGP GONG. BASIN, TYP. OF 2 DAYLIGHT 0 BOC�UE • Sheet Number. GONG. FTC., TYP. SOUND I � 1 [ 1I I 2'-11 %2'" 11_O11 ( p I 1-011 (0.. A� 201 PUMP HOUSE CONCS;ETE 5A5IN5 : _ - .. - _ �-�� p1t=1I�OIl — � Sheet Total : 3212 AI�I�OA 5ILL208 000R 51 LL205 FIFISC \/AULT 5ECT1Ob5/14 Ir-LOOR LA SECTION 16000 ELECTRICAL SYSTEMS DESCRIPTIONS A. PROJECT INCLUDES 1. Electrical Systems for the Following Appllcotlons: Refer to Individual specification sections following for detailed requirements. a. Power and distribution. b. Lighting, Including exit and emergency Ilghting. c. Power connections for equipment. B. PRODUCTS I. Systems, products, and standards ore listed In Individual specification sections which follow. 2. All materials, devices, appliances, and equipment shall be new and label listed by an approved third party testing agency. C. GENERAL PROJECT REQUIREMENTS 1. Provide all work and materials for the Installation of complete Wring systems as specified herein and shown on the drawings. 2. Al electrical permits and Inspection fees shall be obtained and paid for by the Electrical Contractor. 3. Electrical Contractor shall guarantee all work and materials for one year effective the day the project is accepted by the owner. 4. All work shall be In accordance with the most recent editions of the National Electrical Code and opplicoble local and state codes. 5. Electrical Contractor shall provide all cutting and patching for installation of Electrical work and repair any damage done. 6. Shop drawings and catalog data shall be submitted In quantities as specified In architectural specifications (minimum of 4 copies) for lighting fixtures, ponelboards, disconnect switches, starters, wiring devices and miscellaneous materials. 7. Provide engraved phenolic nameplates for ponelboards, wiring troughs, disconnect switches and motor starters. Labels shall be as follows: Blue background with white letters - 120/208 volt equupment. Green background with white letters - 'Emergency" system equipment. Bright red background with white letters - Fire Alarm System equip. Nameplate shall Indicate equipment name, voltage, and where fed from. 8. An Electrical inspection certificate must be Issued by the local Inspection authorities before work will be approved for final payment. 9. Power service shall be fed from Mariculture Building service. 10. Electrical Contractor shall test all wiring for continuity and grounds prior to wiring being energized. Faulty wiring shall be replaced. N. Eli:: tricnl Contractor shall connect of equipment requiring electrical connections (unless otherwise noted). Except for control wiring for equipment not provided by the Electrical Contractor. Control Wring for such equipment shall be provided by the respective contractor. 12. Each bidder shall visit the job site prior to bldding to familiarize himself/herself with existing conditions. Failure to visit site shall not excuse contractor from performing required work, nor shall It be an acceptable reason for requesting additions to the contract. 13. The existing portions of this facility will remain In operation during this construction. Electrical Contractor shall cause as little disruption as possible to the functioning of the facility In order to maintain the comfort and safety of the occupants. 14. This project involves some work on existing electrical facilities. Existing feeder, branch circuits, communications, raceways, etc. which are disrupted by this project shall be rerouted and/or refed from a new source as required to maintain them in full and permanent service. 15. Where required, fire -stopping of penetrations In rated walls and floors shall be accomplished in accordance with N.C. State Building Code Chapter 7 using approved assemblies such as the following: Conduit penetrations of 1, 2 or 4 hour gypboord walls - U.L. #W-L-1041. Conduit penetrations of 1 or 2 hour concrete wails or floors, or block woes U.L. #C-AJ-1044. Conduit penetrations of 4 hour concrete walls or floors, or block walls - U.L. #C-AJ-1044. 17. in required fire -rated walls and partitions, openings for Installation of boxes that are greater than 16 square Inches shall be protected as required by U.L Coordinate closely with the General Contractor to Insure the Integrity of the U.L. rating Is mintolned. SECTION 16110 RACEWAYS AND BOXES A. PROJECT INCLUDES I. Electrical conduit, tubing, boxes, and cabinets for electrical power and signal distribution. B. PRODUCTS I. Wiring Methods: a. Concealed or Exposed Indoor/Outdoor Wiring (where not subject to damage): Rlgld PVC tubing (minimum Schedule 40) for sizes 1/2" through 3", rlgld metal conduit for sizes larger than 3'. Where subject to damage, conduit shall be rigid metal conduit. b. Underground Wiring, Single Run: Schedule 80 or 40 PVC. c. Underground Wiring, Grouped: Schedule 80 or 40 PVC. all. 1.,onnecllon to Equipment: Uquldtlght, flexible Metal conduit. 2. Raceway Accessory Materials: a. Conduit Bodies: Shall comply with N.E.C. requirements. 3. Boxes and Fittings: a. Carnet Boxes: Non-metallic, NEMA 4X. b. Pull and Junction Boxes: Non-metallic, watertight In PVC conduits. Threaded, cast meatol, In rigid metal conduits. C. Metal Outlet, Device and Small Wring Boxes: Shall comply with i.JL 514A. C.1 EXECUTION I &PP01 cnl' Xi-.Guits with straps and clomps per N.E.C. Run oil conduits parallel or perpendicular to building wolls/structures. Minimum conduit size shall be 1/2'. 3 Raceway penetrations through floor slabs and fire -rated walls sholl be filled with Impervious, non -shrink grout sufficiently tight to prevent the transfer of smoke, fire, water, and dust. Roof penetrations shall be within the equipment curb. 4. ndults installed underground or In concrete shall have joints made water-tlght by using a Polytetra-Fiuoroethylene tape. All Metallic underground conduits shall be thoroughly coated with two coats of asphaltum or bitumostic. SECTION 16120 WIRES AND CABLES A. PROJECT INCLUDES I. Wires, cables, and connectors for power, lighting, signal, control and related systems rated 600 volts and less. B. PRODUCTS 1. Wire Components: a. Conductors for Power and Lighting Circuits: Solid conductors for sizes #14 AWG through #8 AWG, stranded conductors for 46 AWG and larger. b. Conductor Material: Copper. c. Insulation: THHN/THWN. d. Jackets: Factory -applied nylon or PVC, color coded 'Biock/RedBiue/White' for 'A', 'B" and 'C' phases, neutral, respectively for 120/208-volt system. e. Branch circuit conductors: Shall not be smaller than #12 AWG. Control wiring may be #14 AWG. f. Neutral conductors: #10 AWG minimum for all multiwire branch circuits. g. Wiring to lighting fixtures shall be as required by U.L. label. 2. Cables: a. Portable Cord for Flexible Pendant Leads to Outlets and Equipment: UL Type S. b. Control/Signal Transmission Media: Twisted palr type. 3. Connectors: UL listed solderless metal connectors with appropriate temperature ratings. SECTION 16140 WIRING DEVICES A PROJECT INCLUDES I. Wiring devices for electrical service. B. PRODUCTS I. Wiring Dofioes and Components: a. Recep'acles: 6-amp Duplex (Hubbell #5252, or approved equivalent), 20-amp Duplex (Hubbell 45362, or approved equivalent). b. Grv:nd-Fault interrupter (GFD Receptacles: Feed-thru type ground -fault circuit Interrupter with integral duplex rer_Qptlacles. (Hubbell #GF-5362, or approved equivalent). c. Plugs and Plug Connector: As specified on drawings. all. Snap Switches: Single -pole, 20 ampere (Hubbell #1221, or approved equivalent). e. Wall Plates: Single and combination types, weatherproof. f. Color of all devices and coverplates to be Gray. C. EXECUTION I. Duplex receptacles on dedicated circuit shall be 20-omp.Other duplex receptacles may be &amp. 2. Weatherproof receptacle covers shall protect the outlet while In use, equivalent to Leviton u5997-DCL. Covers shall be extra deep, clear, Impact-reslstant thermoplastic with outlet mounted In horizontal orlentatlon. 3. Weatherproof switch covers shall Include dear silicone rubber bubble to cover the switch (Hubbell #HBL1795, or equivalent) 4. Al devices shall have weatherproof coverplates. SECTION 16400 SERVICE AND DISTRIBUTION A. PROJECT INCLUDES 1. Electrical service and distribution Including service entrance, grounding, ponelboards, overcurrent protective devices, disconnect switches and motor controllers. B. PRODUCTS 1. Grounding: a. Grounding Equipment: Copper conductors, N.E.C. approved connectors. b. Grounding System: Shall comply with N.E.C. section 250. 2. Ponelboards: a. Ponelboards: with overcurrent protective devices, dead -front safety enclosure suitable for use (20' wide minimum with 4' wiring gutters at top, sides, and bottom), copper bus, mechanical type main and neutral lugs. b. Ponelboord Type: Lighting and appliance branch circuit ponelboards, bolt on circuit breakers. NEMA 3R cabinets and covers, with full rubber gosketing on doors and covers. All conduits terminated on panelboard shall be water -tight type. c. Acceptable Manufacturers: Square D. Siemens, G.E. or Cutler -Hammer. 3. Disconnect Switches: a. Heavy -Duty type. b. NEMA 3R enclosure. c. Fused or Non -Fused as Indicated on drawings. all. Fused Switches shall have rejection -type fuse clips. 4. Overcurrent Protective Devices: a. Overcurrent Protective Devices: Integral to poneiboords. b. Fusible Switches: Rating as Indicated on drawings and suitable for use. c. Molded Case Circuit Breakers: Bolt -on type, automatic thermal magnetic type calibrated for 40'C, or ambient compensotion.c d. Ncceptoble Manufacturers: Square D. Siemens, G.E. or Cutler -Hammer. 5. Fuses: a. Sizes Indicated on drawings. b. Class R-5, time delay, unless otherwise noted. c. A set of 3 spare fuses of each size and type shall be furnished to the owner. d. Acceptable Manufacturers: Bussman, Gould Shawmut or Little Fuse. SECTION 16515 INTERIOR LIGHTING A PROJECTINCLUDES 1. Interior lighting fixtures, lamps, ballasts and accessories. B. PRODUCTS I. Interior Lighting Components (see 'Light Fixture Schedule'): a. Fluorescent Fixtures: Ballasts, CBM-ETL labeled, UL 935, electronic, THD less than or equal to 20%. O-degree start. b. High Intensity Discharge (HID) Fixtures: Ballasts, H.P.F. with quietest sound rating possible. c. Fluorescent lamps to be 3500 Kelvin, 2850 lumens, T8, CRl greater than 70. C. EXECUTION 1. See Electrical Lighting Plans for exact locations of all light fixtures. 2. Coordinate light fixture mounting methods with architectural finishes. 3. Coordinate light fixture voltage with voltage of lighting circuit serving light fixture. 4. Catalog numbers given on plans or In specifications denote minimum quality and performance required. Approved equivalent equipment by other manufacturers Is acceptable. END OF SPECIFICATIONS SY L DESCRIPTION ENE AL: CONDUIT RUN CONCEALED IN CEILING OR IN WALL. CONDUIT RUN CONCEALED UNDER FLOOR SLAB/GRADE, OR DECKING OF PIER. �---� CIRCUIT HOME RUN. NUMBER OF ARROWS INDICATE NUMBER OF CIRCUITS. 120/208 VOLT DISTRIBUTION OR BRANCH CIRCUIT PANELBOARD. Q FLUSH OR SURFACE -MOUNTED JUNCTION BOX. DUPLEX, GROUNDING TYPE, 120 VOLT, 20 AMP, RECEPTACLE =0 WITH WEATHER PROOF COVERPLATE. PROVIDE #12 GREEN GROUND JUMPER MOUNT 18' A.F.F. TO CENTER UNLESS OTHERWISE SHOWN. SAME AS DUPLEX RECEPTACLE ABOVE EXCEPT MOUNTED ABOVE COUNTERTOP BACKSPLASH. WP SAME AS DUPLEX RECEPTACLE ABOVE EXCEPT MOUNTED IN =0 WEATHERPROOF ENCLOSURE EGA SAME AS DUPLEX RECEPTACLE ABOVE EXCEPT GROUND -FAULT INTERRUPTING TYPE. a+ NON -FUSED DISCONNECT SWITCH. SUBSCRIPT INDICATES AMPERAGE 30A/3P AND NUMBER OF POLES. FUSED DISCONNECT SWITCH. SUBSCRIPT INDICATES AMPERAGE, NUMBER OF POLES, AND FUSES SIZED PER EQUIPMENT NAMEPLATEERAGE OF USES. ('FPN' -PROVIDE 30A/33PP/FPN /4 FRACTIONAL HP, 120 VOLT, SINGLE PHASE MOTOR. NUMBER, IF SHOWN INDICATES HP RATING. LIGHTING: INCANDESCENT H.I.D. OR FLUORESCENT LIGHTING FIXTURE CEILING OR 01-0 WALL MOUNTED RESPECTIVELY. LETTER INDICATES TYPE. SEE LIGHT FIXTURE SCHEDULE. VAPORTIGHT, FLUORESCENT STRIP/INDUSTRIAL, LETTER INDICATES TYPE. SEE LIGHT FIXTURE SCHEDULE. WIMM SV= me ME1FI0D OF COMPLIANCE: X Prescriptive ❑ Performance ❑ Energy Cost Budget Provide a standard riser diagram which indicates designated points for check metering. Provide a standard panel schedule description which identifies different enduse loads Lighting shedule lamp type required in fixture SEE: LIGHT FIXTURE SCHEDULE number of lamps in fixture I I ballast type used in fixture total interior wattage specified vs. allowed 192 VA vs. 221 VA Somw 8fl'ucY of eAerior fiXli im is milli• 45 Lumem/Wat YES Equipment schedules with motors (not used for mechanical systems) motor horsepower N.A. number of phases minimum efficiency motor type of poles DESIGNER STATEMENT. To the best of my knowledge and belief, the design of this building complies with the electrical system and equipment requirements of International Energy Conservation Code / NC 2002 SIGNED: ' NAME: TIMOTHY A. PAYNE, PEE TITLE: ELECTRICAL SCIN®2 • • • • • • • • • • • • hayes howell a r c h i t e c t s • 135 West Connecticut Avenue • Southern Pines, North Carolina 28387 910-692-7316 / Fax 910-692-7476 • • • www.hayes-howell.com • • • • • • • • • • `��tlllllll 1j • SEAL 022106 S.:1S• .��v= • 11t1 l nt+tt • • • • • • • • • �1W r M&M P.A. • ELECTRICAL ENGINEERS • 2f2 N. McDOW£LL - SUITE 100 • P.O. BOX 3729f • CHARLOTTE, NORTH CAROL/NA 28237 0 704 ?33-6590 FAX 704 343-0075 • DRAWN BY.' EHK • • CHECKED BY. TAP • PROJECT NO. 01085.1 • • v REPLACE EXISTING IOOA, 3P CIRCUIT BREAKER MARKED FOR FUTURE USE WITH A NEW 150A, 3P C.B. TO SERVE NEW PUMP HOUSE PANEL I I PHI 120/208V I I I I I L #6 GND., PANEL HE LOAD SUMMARY RATED -OAD 115.3 KVA (801 of dreult brkr. rating of panel or feed ,whichever Is loss) EXIST! LOAD x 1.25: 9.3 KVA ADDED 40AD: C4T. x 1.25: 0.5 KVA NON-CONT: 29.7 KVA TOTAL LQAD: 39.5 KVA r-----� I r---_.---------_-------------_....--------� I I I I I I I I F---_J__F------ I ----_- I I I I I I I I I I L- ---J I I I I I HE I I 14 I HP I I I HAC I I MDH I i1 I 120/208V I I 120/208V i I 1 120/208V I I 120/208V I I 1,1 L SECT_I SFCT_2 � L-----U -L i PANEL MDH LOAD SUMMARY RATED LOAD 230.6 KVA (801 of clrcult brkr. roting of ponei or feeder, whichever Is less) EXISTING LOAD x 1.25: 171.4 KVA ADDED LOAD: CONT. x 1.25: 0.5 KVA NON-CONT: 29.7 KVA TOTAL LOAD: 201.6 KVA EXISTING DIESEL GENERATOR I20/208V, 3-PH., 4-W 90 KWA13 KVA EXIST. CP&L i2O/208V, 3PH, 4W PAD MOUNTED TRANSFORMER APPROX. 33,309 A.I.C. AVAILABLE METER r i t EXISTING 1 `- L.___ I J I 400A, 3-PN., 4-VJ------------- I I 240V DISC. SWITCH I I I I EXISTING AT #I I I 400A, 4-POLE I I 120/208V, 3-PH.. 4-W I-------------------------------------__._.__------J (4)#1/0, 2'C.] MARICULTURE BUILDING POWER RISER DIAGRAM 1 NOT TO SCALE I. ALL WIRE SHALL BE THHN/THWN COPPER. 2. SERIES RATING NOT ALLOWED. 3. GEAR MANUFACTURER RESPONSIBLE FOR ALL SETTINGS ON ELECTRONIC BREAKERS, GFI EQUIPMENT, AND ADJUSTABLE TRIP SETTINGS ON NON -ELECTRONIC BREAKERS. 4. ALL DASHED ITEMS ARE EXISTING TO REMAIN. 1 XW SCHMU oA DESCRIPTION VANDAL -RESISTANT EXTERIOR BRICK LIGHT WITH THERMOPLASTIC HOUSING, TEMPERED LENS, U.L. WET LOCATION LISTED. MOUNT AT 80' AFF LAMP INFO: NO. TYPE BALLAST TYPE; MAGNETIC NOTE S) PROVIDE WITH TEGRAL PH O OCE1L 1 7OW M.H. MANUFACTURER: FAIL-SAFE I CATALOG SERIES I MH-BC-HE-7OW EQUIVALENT MANUFACT• N.A. TOTAL FIXT. WATTAGE 102 SN DESCRIPTION: 4' VAPOR -TIGHT FLUORESCENT STRIP, FIBERGLASS HOUSING WHITE ENAMEL FINISH. LOW -TEMP BALLAST. LAMP INFO: NO. I TYPE BALLAST TYPE ELECTRONIC NOTE(S): 2 1 FO32T8/35K MANUFACTURER: FAIL-SAFE I CATALOG SERiES'J VRVT2 EQUIVALENT MANUFACTI DAY-BRITE, LITHONIA, HUBBELL TOTAL FIXT. WATTAGE' 64 TOTAL CONNECTED KVA: 30.1 TOTAL CONNECTED AMPS: 84 PHI CCT. No. CCT. BRKR LOAD DESCRIPTION COM- MENTS WIRE SIZE LOAD KVA PHASE LOAD KVA WIRE SIZE COM- MENTS LOAD DESCRIPTION CCT. BRKR CCT. No. AMPS I P A B C P AMPS 1 20 3 PUMP D 3 HP - 12 1.3 0.4 12 A RECEPTACLE 1 20 2 3 1.3 0.4 8 A LIGHTS 1 20 4 5 1.3 0.5 12 A AIR BLOWER 1 20 6 7 20 3 PUMP C 3 HP - i 12 1.3 1.2 12 A EXHAUST FAN I 20 8 _ 9 1.3 0.6 12 A HEAT TAPE 1 20 10_ 11 1.3 1.2 8 A EXHAUST FAN - PUMP HOUSE #2 1 20 12 13 50 3 _ PUMP A 7.5 HP - 4 3.0 3.0 4 - PUMP B 7.5 HP 3 50 14 15 3.0 3.0 16 17 3.0 3.0 18 19 - - _ SPACE ONLY - - - r - - - SPACE ONLY - - 20 21 - - I SPACE ONLY ---- - - - - _ -- - SPACE ONLY - - 22 23 - - SPACE ONLY - - - - - - SPACE: ONLY - - 24 25 - - SPACE ONLY - - - - - - SPACE ONLY - - 26 27 - - SPACE ONLY - - - - - - SPACE ONLY - - 28 29 - - SPACE ONLY - - - - - - SPACE ONLY - - 30 VOLTAGE L-G: J20 __ VOLTAGE L-L: 208 PHASE:._ WIRE: 4 BUS RATING: 200A MAIN DEVICE _MOB M.C.B. RATING: 150A AVAILABLE FAULT DUTY: 42 K.A.LC. MOUNTING SURFACE ENCLOSURE: NEMA 4X COMMENTS: A - C.B. SHALL BE G.F.I. TYPE - INSTALL PANELBOARD IN FULLY-GASKETED, NEMA 4X ENCLOSURE - PANELBOARD SHALL BE `S82VlCE-ENTRANCE" RATED. 60A WEATI- STADU Et 208V PHI-4 �3P FPN ( i 4x J aS STEEL CLOSURE � JMP A I 4 T T 3-PH. 7.5 HP PHI_? �k -XH. FAN 120V, I -PH. 1/2 HP VIA TEMP. CONTROL (ON ROOF) NOTES; 1. REFER TO ARCHITECTURAL PLAN A109 FOR ROUTING OF CONDUITS ALONG PIER. 2. REFER TO 1/El FOR OVERALL PLAN OF PROJECT. 1 /4 91 • • • • • • • • hayes Nowell a r c h i t e c t s • 135 West Connecticut Avenue • Southern Pines, North Carolina 28387 910-692-7316 / Fax 910-692-7476 • • • wrww.hayes-howell.com • • • • • • • • • • = SEAL • = 022106 iui��` 9.9.v4 • • • • • • • • • ELECTRICAL ENGINEERS • 212 N. McDOWELL •- SUITE f00 • P.O. BOX 37291 0 CHARLOTTE, NORTH CAROLINA 28237 0 704 333-6590 FAX 704 343-0075 • DRAWN BY.• £HK • CHECKED BY.- TAP • PROJECT NO. 01085.1 • • • • • • CARTERET • COMMUNITY • COLLEGE • • • MARICULTURE • BUILDING DOCK & PU_fMP HOUSE • MOREHEAD CITY, NC • • • • • • • • • • i • • • • • • • • • • • j • T • N• • • � H • s ,,y • • • • • • • • Revision •.� • Mark Date besal • DEC 1 4 2004 • • • Morehead City DCM Project Number: 103004 • • Project Phase: CD • • Drawn By: • Checked By: Issue Date: 9 Sept. 2004 • • Sheet Title: • • DOCK PLANS • • ELECTRICAL • • • Sheet Number: • E 2 • Sheet Total: 2 0