20191671 Ver 1_2019-10-08 GAPCOMPILED SET OF DRAWINGS_20191206

SHEET INDEX:DATE:SET NO.:T-1COVER SHEETXXXXXT-1.dwgDESIGN TEAMGENERAL NOTESSECTION A - GENERAL NOTES1.2.3.4.5.6.SECTION B - CONSTRUCTION, QUALITY & WORKMANSHIP1.2.3.4.5.6.7.ALL WORK FOR THIS PROJECT SHALL COMPLY WITH THE NATIONALBOARD OF FIRE UNDERWRITERS, THE FEDERAL OCCUPATIONALSAFETY HEALTH ACT (OSHA), AND LOCAL BUILDING DEPARTMENTRULES AND REGULATIONS. ANYTHING SHOWN ON THESE DRAWINGSNOT IN ACCORDANCE WITH THESE RULES AND REGULATIONS SHALLBE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFOREPROCEEDING WITH ANY WORKWHERE THE TERMS "APPROVED EQUAL", "EQUAL TO", OR OTHERGENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALLBE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING ANDJUDGEMENT OF THE ARCHITECT.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOBCONDITIONS PRIOR TO BIDDING THE WORK AND SHALL REPORT TO THEARCHITECT ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFEREWITH SATISFACTORY COMPLETION OF THE PROJECT.UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE FROM CENTERLINE TO CENTERLINE, CENTERLINE TO FACE OFWALL, OR FACE OF WALL TO FACE OF WALL..THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATIONOF ALL WORK BY ALL TRADES, INCLUDING THOSE PROVIDED ANDDIRECTED BY THE OWNER.ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCEWITH MANUFACTURER'S LATEST PRINTED SPECIFICATIONS AND WITHCODE REQUIREMENTS.ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY,AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FORBY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGSSHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS ARE SUPPLEMENTARY TOTHE ARCHITECTURAL DRAWINGS. MECHANICAL AND ELECTRICAL FIXTURES,FITTINGS, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGSARE FOR LOCATION INFORMATION ONLY. IT SHALL BE THE RESPONSIBILITYOF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGSBEFORE THE INSTALLATION OF THEIR WORK. ANY DISCEPANCY BETWEENTHE ARCHITECT AND CONSULTING ENGINEER'S DRAWINGS SHALL BE BROUGHTTO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION.ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWING SHALLBE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSETO THE OWNER.THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THEDESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TOIMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL, AND WORKMANSHIPTHROUGHOUT. ALL ERRORS, OMISSIONS AND CLARIFICATIONS MUST BE BROUGHT TOTHE ATTENTION OF THE ARCHITECT DURING THE BID PHASE. ANY INFORMATIONREQUESTED AFTER THE BID PHASE WILL BE ADDRESSED AS AN ARCHITECT'SSUPPLEMENTAL INFORMATION, WITH NO EXTENSION OF TIME OR MONEY.THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OFCONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FORUSE OF ALL TRADES.THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANYDISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONSBEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION.THE GENERAL CONTRACTOR AND ANY OTHER CONTRACTOR INVOLVED IN THISPROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIPOR MATERIALS, IMPROPER SCHEDULING, OR DELINQUENT ORDERING SHALL BEBORNE BY THE PARTY RESPONSIBLE THEREOF.THE GENERAL CONTRACTOR SHALL, AS PART OF THIS CONTRACT, FURNISH ALLMATERIALS, LABOR, TOOLS, EQUIPMENT, TRANSPORTATION, AND INSURANCE NECESSARYTO PROPERLY EXECUTE AND COMPLETE THE WORK ACCORDING TO THE INTENT OF THEPLANS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL VERIFY ALLREQUIREMENTS FOR EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED, INCLUDINGREQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND BE RESPONSIBLEFOR ALL ROUGH-IN CONNECTIONS.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSURING THE SUB-CONTRACTOR'S ARE BIDDING FROM A COMPLETE SET OF DRAWINGS. NOADDS WILL BE APPROVED BY THE ARCHITECT DUE TO THE SUBSFAILURE TO COORDINATE BETWEEN ALL DRAWINGS.7.WHERE NEW EQUIPMENT IS BEING INSTALLED, THE GENERAL CONTRACTOR ISRESPONSIBLE FOR PROVIDING BLOCKING IN WALLS AS REQUIRED BY THEEQUIPMENT MANUFACTURER.8.ABBREVIATIONSACAIR CONDITIONINGJT.JOINTACTACOUSTICAL CEILING TILELAMLAMINATEADJADJUSTABLE/ ADJACENTA.F.F.ABOVE FINISHED FLOORLTGLIGHTINGALTALTERNATEMAT'L.MATERIALALUM.ALUMINUMMAXMAXIMUMLANGLEMDFMEDIUM DENSITY FIBERBOARDANOD.ANODIZEDMECH.MECHANICAL[e-mail] OPENINGBLK'GBLOCKINGMTD.MOUNTEDMTL.MATERIALCABCABINETN/ANOT APPLICABLEN.I.C.NOT IN CONTRACTCLR.CLEARCLGCEILINGNOMNOMINALCENTERLINECMUCONCRETE MASONRY UNITN.T.S.NOT TO SCALECOL.COLUMNO.C.ON CENTERCONC.CONCRETEOPN'G.OPENINGCONSTCONTRUCTIONOPPOPPOSITECONT.CONTINUOUSPL.PLATECONTRCONTRACTORP-LAMPLASTIC LAMINATECOORDCOORDINATEPLWDPLYWOODCPTCARPETDTL.DETAILPR.PAIRDIA.DIAMETERPT.PAINTDIM.DIMENSIONRRADIUSDNDOWNREF.REFRIGERATORDWG.DRAWINGREINF.REINFORCINGREQ'D.REQUIREDEA.EACHREVREVISIONELELEVATION (HEIGHT)ELECELECTRICR.O.ROUGH OPENINGELEV.ELEVATION (VIEW)ENENAMELSCHEDSCHEDULEEQ.EQUALSCWSOLID CORE WOODEXIST.EXISTINGSDSOAP DISPENSERFBFLAT BARSEALSEALANTF.E.FIRE EXTINGUISHERSECT.SECTIONFIN.FINISHSHTSHEETFLR.FLOORSIMSIMILARFLUORFLUORESCENTSMSHEET METALSTRUCT.STRUCTURALSQ.SQUAREFT.FOOT / FEETSTD.STANDARDFURNFURNISHSTL.STEELGA.GAUGESTOR.STORAGEGALV.GALVANIZEDSUSPSUSPENDEDG.C.GENERAL CONTRACTORTELTELEPHONEGYP. BD.GYPSUM WALL BOARDTEMPTEMPEREDHCWHOLLOW CORE WOODTPHTOILET PAPER HOLDERTYP.TYPICALHDWHARDWAREU.O.N.UNLESS OTHERWISE NOTEDHOR.HORIZONTALHMHOLLOW METALHT.HEIGHTVCTVINYL COMPOSITION TILEHVACHEATING, VENTILATING,VENVENEERAIR CONDITIONINGVERT.VERTICALIN.INCHWWEST / WATT / WIDTHW/WITHINCLINCLUDEW/OWITHOUTINSUL.INSULATIONWCWATER CLOSETINSTL.INSTALLATIONWD.WOODWRWASTE RECEPTACLESECTION No.SHEET No.ROOM NUMBERSYMBOLSF.E.CMU WALLSTUD WALLDOOR NUMBERSECTION INDICATORDETAIL INDICATORGRID / COLUMN LINEREVISION INDICATORNORTH INDICATORNINTERIOR ELEVATIONINDICATORSDATUM INDICATORFIRE EXTINGUISHERTANK TYPEWATER CLOSET(ELEC. WATER COOLER)BRICK MASONRY WALLDET. No.SHEET No.BSHEET No.DETAIL No.WINDOW MARKHI-LO E.W.C.WALL HUNGWATER CLOSET125SLOPE INDICATORF.R.T.FIRE RETARDANT TREATEDMCJMASONRY CONTROL JOINT100AARCHITECT:Baxter Armistead Architecture, PC3206 Heritage Trade Drive, Suite 114Wake Forest, North Carolina 27587Ph.: [phone]; Fax [phone]T-1Cover SheetA-1.01Floor Plan, Reflected Ceiling Plan, & SchedulesArchitectural:PM&E ENGINEER:A-2.01Roof Plan & Building ElevationsP-1Plumbing Notes & SchedulesPlumbing:P-2Plumbing Waste Plan & RiserM-1Mechanical Notes & SchedulesMechanical:Kilian Engineering115-C Young StreetHenderson, North Carolina 27536Ph.: [phone]; Fax: [phone]CIVIL ENGINEER:A-3.01Building SectionsA-4.01Enlarged Toilet Room Plans & DetailsS-1Structural NotesStructural:S-2S-3Structural NotesS-4Structural PlansSTRUCTURAL ENGINEER:Collins Structural Consulting, PLLC2537 E. Lyon Station Road, Suite 102Creedmoor, NC 27522Ph.: [phone]S-5P-3Plumbing Supply Plan & RiserE-1Electrical Notes & SchedulesElectrical:E-2Lighting & Power PlansE-3Tennis Court Electrical PlanT-2Code Summary Sheet9.ALL FLASHINGS SHALL BE DONE IN STRICT ACCORDANCE WITH THE FLASHINGMANUFACTURER'S PUBLISHED SPECIFICATIONS AND DETAILS. THIS TO INCLUDEAMOUNT OF OVERLAP AND INSTALLATION OF DRIP EDGES, IF REQUIRED.4615 Belltown Road, Oxford, NC 27565GRANVILLE ATHLETIC PARKPHASE IIIStructural PlansStructural DetailsE-4Tennis Court PhotometricCivil:C3 Design & Engineering, PLLCP.O. Box 361Creedmoor, NC 27522Ph.: [phone]WALL-MOUNTED LAVATORYCOUNTER-MOUNT LAVATORYA56SHEET No.Det. No.C-1.0Cover SheetC-1.1C-1.2Sediment & Erosion Control Plan Ph IC-1.3Sediment & Erosion Control Plan Ph IIC-1.4Site PlanGrading & Storm Drainage PlanC-2.1C-2.2Tennis Court DetailsC-2.3Playground DetailsHorseshoe & Volleyball DetailsAXXXXX10.ALL FIRE-RATED WALLS SHALL BE PERMANENTLY INDENTIFIED PER BUILDINGCODE SECTION 703.5. SIGNS OR STENCILS SHALL BE 6" MIN. IN HEIGHT WITH REDLETTERING. WORDING TO BE "1-HOUR RATED WALL, PROTECT ALL OPENINGS" ORSIMILAR.E-5Parking Lot Lighting PlanE-6Parking Lot PhotometricE-7Electrical Playground PlansA-3.02Building DetailsC-2.4Erosion Control DetailsC-2.5Erosion Control DetailsC-2.6Erosion Control DetailsC-2.7Site & Storm Drainage DetailsE-8Site Electrical PlanE-9Power Riser & Clearance Detail
T-2CODE SUMMARYT-2.dwg LIFE SAFETY PLANT-2SCALE: NONED3XXXXXU OCCUPANCIES AREEXEMPT PER 2018 NCENERGY CODE
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C-1.0 COVER SHEETDRAWING INDEX
C-1.0COVER SHEET
SEDIMENT & EROSION CONTROL PLAN PH I
C-1.3SITE PLAN
GRADING & STORM DRAINAGE PLAN
C-2.1
EROSION CONTROL DETAILS
C-2.5EROSION CONTROL DETAILS
C-2.6EROSION CONTROL & GRADING DETAILS
C-2.8SITE & DRAINAGE DETAILS
C-2.9SITE & DRAINAGE DETAILS
C-2.4
TENNIS COURT DETAILS
GAP PHASE III
4615 BELLTOWN ROAD
OXFORD, NC 27565
(USTA # - GRANV-2019-015 - GAP PH III)
HORSESHOE AND VOLLEYBALL DETAILS
SITE INFORMATION
CURRENT OWNER:GRANVILLE COUNTY
ADDRESS:PO BOX 906 - OXFORD, NC 27565
PARCEL IDs:1911-25-2207
JURISDICTION: GRANVILLE COUNTY PLANNING
COUNTY:GRANVILLE COUNTY
STATE: NORTH CAROLINA
REFERENCES:DB 1494 / PG 767
TOTAL PARCEL SIZE:11.86 AC (NOT INCLUDING RIGHT OF WAY)
517,297 SF
CURRENT USE:VACANT / UNDEVELOPED
PROPOSED USE:PARK - ACTIVITY AREAS, PARKING, SHELTER, TRAILS
LAND USE CLASS:OUTDOOR RECREATION - ALLOWED BY LIMITED USE
CURRENT ZONING: AR-40
REQUIRED
STRUCTURE SETBACKS (ALSO APPLIED TO TENNIS COURTS)
FRONT SETBACK:50'
SIDE SETBACK: 25'
REAR SETBACK: 50'

MIN.LOT WIDTH:150'
MAX.BLDG HEIGHT:35'
PROPOSED WATER SUPPLY:PRIVATE WELL
PROPOSED SEWAGE TREATMENT: PUMP TO EXISTING DRAIN FIELD
PARKING REQUIRED: 23 SPACES
TENNIS COURTS: 3/COURT (6 COURTS) = 18 SPACES
PLAYGROUND: 1/4,000 SF ( ±16,874 SF) = (4.2) 5 SPACES
PARKING PROVIDED: 74 SPACES (70 STANDARD & 4 ADA ACCESSIBLE)
RIVER BASIN: TAR-PAMLICO
WATERSHED: N/A
VICINITY MAP NOT TO SCALE
N
PROJECT CONTACTS
OWNER/CLIENT:GRANVILLE COUNTY
SCOTT PHILLIPS - DIRECTOR OF DEVELOPMENT SERVICES
122 WILLIAMSBORO STREET
OXFORD, NC 27565
919-603-1425 / [e-mail]
CIVIL ENGINEER:C-3 DESIGN & ENGINEERING, PLLC
CHAD E. ABBOTT, PE
P.O. BOX 361
CREEDMOOR, NC 27565
919-625-7368 / [e-mail]
ARCHITECT:BAXTER ARMISTEAD ARCHITECTURE, PC
STEPHEN BAXTER
3206 HERITAGE TRADE DR., SUITE 112
WAKE FOREST, NC 27587
919-554-1505/[e-mail]
STRUCTURAL:COLLINS STRUCTURAL CONSULTING, PLLC
SCOTT COLLINS, PE
PO BOX 539
CREEDMOOR, NC 27522
919-283-6990/[e-mail]
PM&E:KILLIAN ENGINEERING, INC.
ALEC PROCTOR
PO BOX 3301
HENDERSON, NC 27536
252-438-8778/[e-mail]
SURVEYOR:STEPHEN M. PUCKETT, PLS
1555 NC 56, SUITE 2
CREEDMOOR, NC 27522
919-528-8900/[e-mail]
ENVIRONMENTAL: SOIL & ENVIRONMENTAL CONSULTANTS, PA
STEVEN BALL, RF, PWS
8412 FALLS OF NEUSE RD, SUITE 104
RALEIGH, NC 27615
919-691-2114/[e-mail]
PLANNING:GRANVILLE COUNTY - BARRY BAKER
122 WILLIAMSBORO ST, OXFORD, NC 27565
919-603-1334 / [e-mail]
FIRE MARSHAL:GRANVILLE COUNTY - DONNIE BOYD
5662 CORNWALL ROAD, OXFORD NC 27565
919-603-1310 / [e-mail]
WATER & SEWER:GRANVILLE VANCE PUBLIC HEALTH
WALLACE VAUGHAN
101 HUNT DR
OXFORD, NC 27565
919-693-2688
ELECTRIC:DUKE ENERGY
1-800-636-0581
NCDOT:JASON WATSON
815 STADIUM DRIVE, DURHAM, NC 27704
919-220-4750
EROSION
CONTROL:NCDEQ
3800 BARRETT DRIVE
RALEIGH, NC 27609
919-791-4200 FIRST ISSUEDBYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368SITE
C-1.1
C-1.4
C-2.3
JONESLAND DRIVE50' ROWC-2.2PLAYGROUND DETAILS
SEDIMENT & EROSION CONTROL PLAN PH II C-1.2
EROSION CONTROL DETAILS C-2.7
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before you dig.Call
R FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAADDENDUM #3 - DWG UPDATES & CONTRACTOR CLARIF.8-28-19CEAC-1.1 SEDIMENT & EROSIONCONTROL PLAN - PH I1 inch = ft.
GRAPHIC SCALE
( IN FEET )
0
40
20 401020 80
WILLIAM M & SHAMA S BLACK
MAPN: 191101253127
DB 1539/713
ZONING: AR-40
USE: SINGLE FAMILY RESIDENCE
SIZE: 1.0 AC
WILLIAM E & PEGGY P HOBGOOD
MAPN: 191101268285
DB 234/769
ZONING: AR-40
USE:VACANT
SIZE: 41.13 AC
JONESLAND DRIVE50' ROWCONSTRUCTION SEQUENCE:
1.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATION
CONTROL MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND
ON THE DEMLR WEBSITE
(HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-
SEDIMENT-CONTROL/FORMS). COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND
AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS
BOX.” (GS113A- 54.1 (E), 15A NCAC 04B.0131, NCG01 SECTION IIB (3)).
2.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST
BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. A COPY OF THE E&SC PERMIT, THE
COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTION.” THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC
NOTICE OF INTENT (E- NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY
ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
3.SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED
AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF
GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN
MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE
CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE
FOR MONITORING.
4.OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT.
THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPROVAL
OF SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION
CONTROL PLAN APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY
PERMIT FROM NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO
THAT WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS.
5.SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITY (NCG010000) TO STORMWATER INSPECTIONS THROUGHOUT THE
PROJECT.
6.SCHEDULE AND HOLD A PRECONSTRUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION,
TIMBERING, CLEARING, OR GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S)
RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, ANDEROSION CONTROL PERSONNEL
TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. DEMLR'S INSPECTOR IS TO BE
NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT
919-791-4200.
7.LOCATE A JOB-SITE/INSPECTION BOX IN A SECURE PLACE ON SITE TO HOUSE THE GRADING PERMIT
AND APPROVED EROSION CONTROL PLAN AND TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE
INSPECTION REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONNEL SHOULD CHECK THE BOX
DAILY FOR THIS CORRESPONDENCE. PROVIDE CONTACT INFORMATION WITH NOTE TO "CONTACT
C3 DESIGN & ENGINEERING @ 919-625-7368 SHOULD ANY ISSUES ARISE DURING CONSTRUCTION".
8.INSTALL SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION EXIT, BASIN, DIVERSIONS (INCLUDING
MATTING) AS SHOWN ON THE PLANS. AS NOTED, CONTRACTOR SHALL INSTALL ADDITIONAL
OUTLETS AS NEEDED WHERE LOW AREAS EXIST OR DEVELOPED SITE CONDITIONS CREATE PLACE FOR
SITE RUNOFF TO COLLECT/POND. CLEAR ONLY AS NEEDED FOR THESE MEASURES.
9.CALL FOR INSPECTION AT [phone] IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE
PRE-CONSTRUCTION MEETING FOR INSPECTION OF INITIAL E&S CONTROL MEASURES.
10.UPON APPROVAL, BEGIN CLEARING AND DEMOLITION ACTIVITIES AS SHOWN.
11.BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE FOUNDATION AND TENNIS
COURT GRADES AS SOON AS POSSIBLE.
12.ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR
ANOTHER APPROVED SOURCE. ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A
PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS
UNDER NCGS 74-49(7)(d). DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A
PERMIT REVISION FOR THIS APPROVAL.
13.ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED AS NEEDED, AT LEAST
ONCE PER WEEK AND AFTER EVERY 1" RAINFALL EVENT.
14.TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MINIMUM REQUIRED TIMEFRAME. SEE
TEMPORARY SEEDING SCHEDULE AND THE STABILIZATION TIMEFRAMES NOTED ON THIS SHEET. PER
NPDES PERMIT, "GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST
LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7
CALENDAR DAYS".
15.INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION
PROPERLY. REFER TO THE EROSION CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH
DEVICE. THE PERSON RESPONSIBLE FOR EROSION CONTROL IS ALSO RESPONSIBLE FOR TAKING THE
INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES; DO NOT WAIT FOR THE EROSION
CONTROL INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND
DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD OR DEBRIS IS TRACKED FROM THE SITE, USE A
SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY.
16.IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS
LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED
EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND-DISTURBING ACTIVITY IS
OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR
ADDITIONAL MEASURES.
17.INSTALL SITE UTILITIES, CONDUIT AND STORM DRAINAGE AS CONSTRUCTION PERMITS.
18.SEAL INLETS OR OTHERWISE PREVENT STORMWATER FROM ENTERING THE STORMDRAINS UNLESS A
MIN. OF 3,600 CF OF STORAGE HAS BEEN PROVIDED AROUND THE INLET TO PROPERLY TREAT AND
FILTER SEDIMENT LADEN RUNOFF. IF INLETS ARE SEALED, MAINTAIN DIVERSIONS AND RUNOFF
PATTERNS TO THE BASINS TO THE GREATEST EXTENT PRACTICAL UNTIL ADJACENT AREAS ARE
SUFFICIENTLY STABILIZED.
19.ONCE SITE GRADING IS COMPLETE, PERMANENTLY STABILIZE ALL DISTURBED AREAS, INCLUDING THE
REMOVAL OF THE CONSTRUCTION ENTRANCE TO INSTALL BASE FOR PAVING. INSTALL SIDEWALKS
AND CURB/GUTTER IN ALL PERMANENT DRIVES SO THAT THEY CAN BE STABILIZED WITH STONE
BASE.
20.PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED
AREAS PER THE PLANS.
21.ONCE STONE BASE IS APPLIED, CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO
DECOMMISSION AND REMOVE THE SEDIMENT BASIN. CONTRACTOR SHALL USE A SILT BAG IF
PUMPING OF WATER IS REQUIRED. IF SOILS ARE OVERLY WET AND UNABLE TO BE TRANSPORTED,
CONTRACTOR SHALL PROVIDE A SUITABLE AREA ADJACENT TO THE BASIN WHERE THE SOUPY SOILS
CAN BE PLACED AND COMPLETELY SURROUNDED WITH SILT FENCE. SOILS SHALL BE DEPOSITED
HERE AND ALLOWED TO DRAIN/DRY UNTIL THEY CAN BE LOADED INTO A TRUCK AND HAULED
AWAY OR USED ON-SITE.
22.DECOMMISION SKIMMER BASIN. DEWATER USING SILT BAGS PER DETAIL AND ALL REMAINING SILT
MUST BE MUCKED OUT AND DISPOSED OF ACCORDINGLY. REGRADE AREA FOR THE FINAL SURFACE
TREATMENTS AND SITE IMPROVEMENTS SHOWN. SUITABLE FILL SHALL BE USED TO ACHIEVE
PERMENANT GRADES AS SHOWN. SUITABLE FILL AND PIPE BACKFILL TO BE CONFIRMED AND TESTED
BY THIRD PARTY CMT FIRM.
23.SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE
OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A
MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE,
WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION.
24.ONCE ALL AREAS ARE STABILIZED, CALL EROSION CONTROL OFFICER AT [phone] FOR
INSPECTION AND APPROVAL TO REMOVE SILT FENCE AND OTHER REMAINING EROSION CONTROL
MEASURES.
25.REMOVE MEASURES AND PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE
REMAINING DISTURBED AREAS PER THE PLANS.
26.WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE
E&SC PLAN.
27.AFTER DLMR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED
OUT.
EROSION CONTROL NOTES:
1.THIS SITE IS SUBJECT TO ALL EROSION AND STORMWATER REQUIREMENTS ASSOCIATED WITH GRANVILLE COUNTY
ORDINANCES.
2.ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA DEPT. OF ENVIRONMENTAL QUALITY. THESE CURRENT STANDARDS AND
SPECIFICATIONS CAN BE FOUND AT: https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
energy-mineral-land-permit-guidance/erosion-sediment-control-planning-design-manual AND SHALL SUPERCEDE ANY
EROSION DETAILS THAT HAVE BEEN PROVIDED.
3.MEASURES PROPOSED FOR THIS SITE ARE STANDARD PRACTICE FOR MEDIUM SITES WITH MINIMAL GRADE CHANGE,
HOWEVER, ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION
RELATED SEDIMENT LADEN RUNOFF SHALL STILL APPLY AND BE STRICTLY ADHERED TO.
4.SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO.
ADDITIONAL OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWATER PONDS
DURING CONSTRUCTION.
5.SEE DETAIL SHEET C-2.4 FOR SEEDING REQUIREMENTS. ALL AREAS SHALL BE SODDED, MULCHED OR OTHERWISE
COVERED PER THE STABILIZATION CHART BELOW HEREIN.
6.ALL SLOPES GREATER THAN 3:1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) SC150 OR APPROVED
EQUAL. ALL OTHER AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS.
7.CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN
EFFECTIVENESS AT CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE.
STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales,
ditches and slopes 7 days None
High Quality Water (HQW)
Zones
Slopes steeper than 3:1
If slopes are 10’ or less in length
and are not steeper than 2:1, 14
days are allowed
Slopes 3:1 or flatter 14 days 7 days for slopes greater
than 50’ in length
All other areas with slopes
flatter than 4:1
None, except for perimeters and
HQW Zones
7 days
7 days
14 days
None
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE/PERIMETER TREE PROTECTION FENCE
LIMITS OF
DISTURBANCE
STOCKPILE AREA
LIMITS OF DISTURBANCE
/ PERIMETER SILT FENCE 4 x 4 CLASS B
RIPRAP PAD
SKIMMER BASIN #1 (Q10 = 13.38 CFS)
TOP DAM = 472
WEIR ELEVATION = 470.50
BOTTOM = 467 (>2' OKAY)
DRAINAGE AREA = +/-2.25 AC.
REQUIRED VOLUME = 4,050 CF
ACTUAL VOLUME = 23,545CF @ 470.50
REQUIRED SURFACE AREA = 4,348 SF
ACTUAL SURFACE AREA = 8,591 SF @ 470.50
SKIMMER SIZE = 1.5" (0.7" RADIUS ORIFICE)
TOP OF DAM = 472.00
EMERGENCY
SPILLWAY @ 470.50
(LINED WITH
GEOTEXTILE FABRIC
PER DETAIL)
DISTURBED AREA: 293,367 SF (6.73 AC)
265 SF OF LINEAR WETLAND TO BE DISTURBED/FILLED WITH PROPOSED
ROAD CROSSING. THIS IS ALLOWABLE w/ A NATIONWIDE PERMIT & A
PCN BEING SUBMITTED TO USACE FOR THIS WORK. CONTRACTOR SHALL
NOT DISTURB THIS AREA WITHOUT FIRST CONFIRMING WITH THE
DESIGN ENGINEER AND EROSION CONTROL REPRESENTATIVE THAT THE
PROPER APPROVALS/PERMITS HAVE BEEN ACQUIRED. UNTIL THAT TIME,
THE OTHER CONSTRUCTION ENTRANCE SHALL BE USED FOR
CONSTRUCTION OF THE PROJECT.
INV. 479.25
INV. 479.95
SILT FENCE
OUTLET (TYP.)
BAFFLES (TYP. OF 3)5:1 SIDE SLOPE
SKIMMER BASIN #2 (Q10 = 3.66 CFS)
TOP DAM = 478
WEIR ELEVATION = 476.50 (DURING EC PHASE ONLY)
BOTTOM = 474 (>2' OKAY)
DRAINAGE AREA = +/-0.92 AC.
REQUIRED VOLUME = 1,653 CF
ACTUAL VOLUME = 2,089 CF @ 476.50
REQUIRED SURFACE AREA = 1,190 SF
ACTUAL SURFACE AREA = 1,200 SF @ 476.50
SKIMMER SIZE = 1.5" (0.4" RADIUS ORIFICE)
BAFFLES (TYP. OF 3)TOP OF DAM = 478PROJECT NARRATIVE:
THE PROPOSED PROJECT IS AN EXPANSION OF THE EXISTING PARK FACILITIES LOCATED OFF OF JONESLAND
DRIVE IN GRANVILLE COUNTY PLANNING JURISDICTION. THE PROJECT CONSISTS OF DISTURBING
APPROXIMATELY 6.73 ACRES OF THE 11.86 ACRE TRACT FOR THE DEVELOPMENT OF A 6 COURT TENNIS FACILITY,
+/-2,000 SF PAVILION AND PICNIC AREA, PLAYGROUND, HORSE SHOE PITS, VOLLEYBALL COURT, ¼ MILE WALKING
TRAIL AND 74 PARKING SPACES WITH ASSOCIATED DRIVE ISLES. ALL EARTHWORK IS EXPECTED TO BALANCE
ON-SITE WITH AN AREA DESIGNATED FOR A STOCKPILE THAT WILL BE PERMANENTLY STABILIZED AND REMAIN IN
TACT UNTIL THE NEXT EXPANSION TO THE EAST. THERE IS A LOW AREA THAT CURRENTLY BISECTS THE SITE,
TURNING INTO A LINEAR WETLAND APPROXIMATELY 160' FROM THE NORTHERN PROPERTY LINE AND 60' FROM
THE WESTERN PROPERTY LINE. ALL EFFORTS HAVE BEEN MADE TO MINIMIZE THE DISTURBANCE TO THIS FEATURE
AND SILT FENCE ALONG WITH A DIVERSION WILL PROTECT THIS AREA DURING CONSTRUCTION. THE SITE HAS A
HIGH SPOT OF +/-485 IN THE MIDDLE OF THE PROPERTY AND UNDER THE AREA OF THE PROPOSED TENNIS
COURTS. THIS AREA WILL BE CUT DOWN +/-3-4' IN ORDER TO GENERATE FILL MATERIAL FOR THE PAVILION AND
PARKING AREAS WHERE FILL LEVELS ARE +/-2-4'. THE PLAYGROUND HAS BEEN TERRACED IN ORDER TO LIMIT
AMOUNTS OF FILL AND MEET DESIGN OBJECTIVES OF THE CLIENTS. THE TENNIS COURTS AND SURROUND AREAS
WILL DRAIN TO THE EAST DURING CONSTRUCTION WHERE IT WILL BE TREATED BY SKIMMER BASIN #1 FOR A
TOTAL DRAINAGE/DISTURBED AREA OF +/-2.25 ACRES. THE PLAYGROUND AND PAVILION AREAS WILL DRAIN TO
SKIMMER BASIN #2 VIA DIVERSION DITCHES WITH A TOTAL DRAINAGE/DISTURBED AREA OF +/-0.91 ACRES. THE
MAIN PARKING AREA OF 59 PARKING SPACES WILL BE GRADED TO DRAIN TO AN OPEN THROAT CATCH BASIN IN
THE MIDDLE OF THE PARKING AREA. THEREFORE, WE WILL PROPOSED TO PROVIDE AN “EXCAVATED INLET
PROTECTION” AROUND THIS INLET THAT ALLOWS FOR SEDIMENT STORAGE AND TREATMENT OF
THE +/-0.71 ACRES OF DRAINAGE/DISTURBED AREA. ALL OTHER AREAS PROPOSED TO BE DISTURBED WILL DRAIN
TO/BY SILT FENCE AND SILT FENCE OUTLETS.
SYMBOLS
Cable pedestal
Telephone pedestal
Electric pedestal
Fiber-optic marker
Traffic signal box
Water meter
Fire hydrant
Valve (water or gas)
Sanitary sewer manhole
Sanitary sewer cleanout
Storm curb inlet
Drainage inlet (w/ grate)
Storm drain manhole
Utility pole
Lamp post
Signal pole
Guy wire
Sign post
Ex. iron pipe/rod or nail
Ex. concrete monument
ABBREVIATIONS
DB
PB or BM
N/F
Pg.
SF
Ac.
R/W
Deed Book
Plat or Map Book
Now or formerly
Page
Square feet
Acres
Right-of-way
NCSR
NCDOT
R/W
NC State Route
NC Dept. of Trans.
Right-of-way
Ex.Existing
RCP Reinforced concrete pipe
PVC Polyvinyl chloride pipe
(M)Measured
AG Above ground
BG Below ground
LINETYPES
Fence
Silt Fence
Limited disturbance
Prop. storm drain
SF
LD
SD
New iron pipe
Calculated point
LEGEND & NOMENCLATURE
Straw Wattle
Silt Fence Outlet
Baffles
Existing Tree Line
DRAINAGE AREA C - TREATED BY BASIN #1
98,012 SF TOTAL (2.25 AC)
DRAINAGE AREA B - TREATED BY BASIN #2
39,552 SF TOTAL (0.92 AC)
DRAINAGE AREA A - TREATED w/ SILT FENCE
30,171 SF TOTAL (0.71 AC)
START OF LINEAR WETLAND AS
CONFIRMED BY USACE ON
07/25/2019. PLACE SILT FENCE
ALONG THE PERIMETER OF THE
WETLAND WHERE SHOWN
WITH NO DISTURBANCE TO
THE WETLAND EXCEPT AS
SHOWN AT THE PROPOSED
DRIVEWAY CROSSING
SILT FENCE
(TYP.)
GRAVEL
CONSTRUCTION
ENTRANCE/EXIT
DIVERSIONS SHALL EXTEND TO
TOE OF INTERIOR BASIN SLOPE
AND LINED WITH IMPERMEABLE
GEOTEXTILE LINER. LINER TO BE
ANCHORED ON ALL SIDES BY
TOEING INTO FOILS A MIN. OF 12"
DIVERSIONS SHALL EXTEND TO TOE OF
INTERIOR BASIN SLOPE AND LINED
WITH IMPERMEABLE GEOTEXTILE LINER.
LINER TO BE ANCHORED ON ALL SIDES
BY TOEING INTO FOILS A MIN. OF 12"
EMERGENCY SPILLWAY
@ 476.50 (LINED WITH
GEOTEXTILE FABRIC PER
DETAIL)
GEOTEXTILE LINER
GEOTEXTILE LINER
Inlet Protection
(Block & Gravel or
Hardware Cloth)
Diversion
INV. 481.60
INV. 480.92
2
2
2
Extents of Clearing/
New Tree Line
EC LABEL LEGEND
CE CONSTRUCTION ENTRANCE/EXIT
DD TEMPORARY DIVERSION DITCH
IP INLET PROTECTION
PS PERMANENT SEEDING
SB SLOPE BLANKET
SF SILT FENCE
SFO SILT FENCE OUTLET
SW STRAW WATTLE
TS TEMPORARY SEEDING
TP TREE PROTECTION FENCE
2
SFO
SFO
SFO SFO
SFO
SFO
TP
TP
TP
TP TP
SFO
DD
#1
DD
#1
DD
#1
DD
#1
CE
CE
IP
IP
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SW
SW
SW
SW
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT
NOTES:
50'
M
I
N
8" MIN
2-3" COARSE AGGREGATE
25' MI
NI
M
U
M
ADJOI
NI
N
G
R
O
A
D
W
A
Y
FILTER FABRIC UNDER STONE
WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM (100'L MIN IN URBAN AREAS). IF THE ADJOINING
ROADWAY IS WIDER THAN 25', THEN THE WASHED STONE SHALL BE AS WIDE AS THE ADJOINING ROADWAY.
TURNING RADIUS OF 20' MINIMUM TO ACCOMMODATE LARGE TRUCKS SHALL BE PROVIDED.
ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM USE BY ALL CONSTRUCTION VEHICLES.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
ADJACENT STREETS.
PERIODIC TOP DRESSING WITH STONE (2" THICK) WILL BE NECESSARY. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
NOTES:
APPLICABLE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS
STABILIZED. FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED
BY CONTRACTOR.
NTS
(10
0
'

U
R
B
A
N

A
R
E
A
S
)
AND ON SIDES
20'R MIN
CONSTRUCTION STANDARDS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND
SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-
INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT
AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.J:\DD-PROJECTS\2017\17-033\CIVIL\Current Drawings\17-033_EC.dwg, 8/29/2019 2:50:23 PM, cea16, DWG To PDF.pc3, 1:1
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LD LD LD LD LD LDLDLDLDLDLDLDLDLD
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SF SF SF SF SF SF SF SF SF SF SF SF SF SF
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP
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SF
SF
SF
SD
SD
SD
SD
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SD
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SSSSSF SFSF
SFSFSFSFSFSF
SF
SFSFSFSFSFSSSSFM FM FM
467 468 469 470
467468469470
470 469 468 467 466
472
473
4744
7
5 472472470468470468470.50470.50
470.50
470.50
476.50476.50474476476474474476478479480481481480479478476474483
482
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481
481
4
8
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482
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481482481482
483
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAADDENDUM #3 - DWG UPDATES & CONTRACTOR CLARIF.8-28-19CEAC-1.2 SEDIMENT & EROSIONCONTROL PLAN - PH IIWILLIAM M & SHAMA S BLACK
MAPN: 191101253127
DB 1539/713
ZONING: AR-40
USE: SINGLE FAMILY RESIDENCE
SIZE: 1.0 AC
WILLIAM E & PEGGY P HOBGOOD
MAPN: 191101268285
DB 234/769
ZONING: AR-40
USE:VACANT
SIZE: 41.13 AC
JONESLAND DRIVE50' ROW3:1 SLOPE5:1 SLOPE5:1 SLOPE
2:1 SLOP
E LIMITS OF DISTURBANCE/PERIMETER SILT FENCE
LIMITS OF DISTURBANCE/PERIMETER SILT FENCE
LIMITS OF DISTURBANCE
LIMITS OF
DISTURBANCE
STOCKPILE AREA
4 x 4 CLASS B RIPRAP PAD
CONCRETE
WASHOUT
PIT
PROVIDED EXCAVATED INLET
PROTECTION w/ 2,560 CF
STORAGE (0.71*3600)
TEMPORARY DIVERSION
LINED WITH SC 150
OPEN THROAT CATCH BASIN (DO NOT
CONVERT UNTIL AREA STABILIZED WITH STONE
& EXCAVATED INLET PROTECTION NO LONGER
NEEDED FOR SEDIMENT STORAGE)
DRAINAGE AREA C - TREATED BY BASIN #1
98,012 SF TOTAL (2.25 AC)
DRAINAGE AREA B -
TREATED BY BASIN #2
39,552 SF TOTAL
DRAINAGE AREA A - TREATED w/ SILT FENCE
30,171 SF TOTAL (0.71 AC)
TOP OF DAM = 472.00
EMERGENCY
SPILLWAY @ 470.50
(LINED WITH
GEOTEXTILE FABRIC
PER DETAIL)
SILT FENCE
(TYP.)
LIMITS OF DISTURBANCE/PERIMETER SILT FENCE
HIGH POINT
PERMANENT DIVERSION
LINED WITH SC 150 FOR
OFFSITE DRAINAGE
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
0
40
20 401020 80
STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales,
ditches and slopes 7 days None
High Quality Water (HQW)
Zones
Slopes steeper than 3:1
If slopes are 10’ or less in length
and are not steeper than 2:1, 14
days are allowed
Slopes 3:1 or flatter 14 days 7 days for slopes greater
than 50’ in length
All other areas with slopes
flatter than 4:1
None, except for perimeters and
HQW Zones
7 days
7 days
14 days
None
SEAL INLETS PER CONSTRUCTION
SEQUENCE OR PROVIDE BLOCK/GRAVEL
INLET PROTECTION w/ EXCAVATED
STORAGE AROUND EACH INLET AT
3600 CY/ACRE PER THE
CORRESPONDEING DRAINAGE AREA
FOR EACH INLET
SILT FENCE
OUTLET (TYP.)
STRAW
WATTLE
(TYP.)
STRAW WATTLE (TYP.), THE USE OF PAM ON
THE WATTLES IS ENCOURAGED TO AID WITH
TURBIDITY IN THE BASINS. IF USED,
CONTRACTOR SHALL PROVIDE IN
ACCORDANCE WITH NCDEMLR DETAILS AND
SPECIFICATIONS.
DIVERSION
AND SILT
FENCE
ALONG
LINEAR
WETLAND
PAVILION
BUILDING
CONCRETE
PAD
6'WX8'LX21"TH
CLASS B RIPRAP
PLUNGE POOL (SEE GRADING
PLAN FOR FINAL PLUNGE
POOL GRADES & SHAPE ONCE
BASIN #2 IS REMOVED)
DIVERSIONS SHALL EXTEND TO
TOE OF INTERIOR BASIN SLOPE
AND LINED WITH IMPERMEABLE
GEOTEXTILE LINER. LINER TO BE
ANCHORED ON ALL SIDES BY
TOEING INTO FOILS A MIN. OF 12"
DIVERSIONS SHALL EXTEND TO TOE
OF INTERIOR BASIN SLOPE AND
LINED WITH IMPERMEABLE
GEOTEXTILE LINER. LINER TO BE
ANCHORED ON ALL SIDES BY TOEING
INTO FOILS A MIN. OF 12"
EMERGENCY SPILLWAY
@ 476.50 (LINED WITH
GEOTEXTILE FABRIC PER
DETAIL)
SYMBOLS
Cable pedestal
Telephone pedestal
Electric pedestal
Fiber-optic marker
Traffic signal box
Water meter
Fire hydrant
Valve (water or gas)
Sanitary sewer manhole
Sanitary sewer cleanout
Storm curb inlet
Drainage inlet (w/ grate)
Storm drain manhole
Utility pole
Lamp post
Signal pole
Guy wire
Sign post
Ex. iron pipe/rod or nail
Ex. concrete monument
ABBREVIATIONS
DB
PB or BM
N/F
Pg.
SF
Ac.
R/W
Deed Book
Plat or Map Book
Now or formerly
Page
Square feet
Acres
Right-of-way
NCSR
NCDOT
R/W
NC State Route
NC Dept. of Trans.
Right-of-way
Ex.Existing
RCP Reinforced concrete pipe
PVC Polyvinyl chloride pipe
(M)Measured
AG Above ground
BG Below ground
LINETYPES
Fence
Silt Fence
Limited disturbance
Prop. storm drain
SF
LD
SD
New iron pipe
Calculated point
LEGEND & NOMENCLATURE
Straw Wattle
Silt Fence Outlet
Baffles
Existing Tree Line
Extents of Clearing/New Tree Line
Inlet Protection
(Block & Gravel or
Hardware Cloth)
Diversion
6.20 TEMPORARY DIVERSIONS:
CONSTRUCTION STANDARDS:
1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4.PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5.VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
DIVERSION DETAIL
NOT TO SCALE
CONTRACTOR SHALL HOOK
SILT FENCE AT END TO
FORCE WATER THROUGH
SILT FENCE OUTLET
265 SF OF LINEAR WETLAND TO BE DISTURBED/FILLED WITH PROPOSED
ROAD CROSSING. THIS IS ALLOWABLE w/ A NATIONWIDE PERMIT & A
PCN BEING SUBMITTED TO USACE FOR THIS WORK. CONTRACTOR SHALL
NOT DISTURB THIS AREA WITHOUT FIRST CONFIRMING WITH THE
DESIGN ENGINEER AND EROSION CONTROL REPRESENTATIVE THAT THE
PROPER APPROVALS/PERMITS HAVE BEEN ACQUIRED. UNTIL THAT TIME,
THE OTHER CONSTRUCTION ENTRANCE SHALL BE USED FOR
CONSTRUCTION OF THE PROJECT.
2
6'WX12'LX21"TH
CLASS B RIPRAP
PLUNGE POOL
3'Wx20'Lx21"T CLASS B
RIP RAP LUNGE POOL
AND LEVEL SPREADER
2
6'WX8'LX21"TH
CLASS B RIPRAP
PLUNGE POOL
SILT BAG LOCATION DURING
BASIN DECOMMISSIONING
2
2
2
58.51
'
CE
IP
SF
SF
SW
CE
IP
SW
IP
IP
DD
#1
DD
#1
DD
#1
IP
IP
IP
SFO
SFO
SFO
SFO
SFO
SFO
SFO
STANDARD SILT FENCE OUTLET
NTS
FRONT VIEW
SIDE VIEW
PLAN VIEW18"6"GRADE
STEEL FENCE POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
FLOW DIRECTION
GRADE
STEEL FENCE POST SET
MAXIMUM 2 FEET APART
INTO SOLID GROUND WIRE FENCE
NOTE:
BURY WIRE FENCE AND HARDWARE
CLOTH 6", BURY UPPER EDGE OF FILTER
FABRIC APRON IN TRENCH 6"
HARDWARE CLOTH
SILT FENCE
FABRIC
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
SILT FENCE FABRIC
ON WIRE FENCE
HARDWARE CLOTH
ON WIRE FENCE
STEEL FENCE POST
FILTER OF 1 INCH DIAMETER
#57 WASHED STONE
FLOWFLOWFLOW2:13' FILTER FABRIC
ON GROUND
NOTE:
1.) REMOVE SEDIMENT WHEN HALF FULL.
2.) REPLACE STONE AS NEEDED TO ENSURE DEWATERING
EC LABEL LEGEND
CE CONSTRUCTION ENTRANCE/EXIT
DD TEMPORARY DIVERSION DITCH
IP INLET PROTECTION
PS PERMANENT SEEDING
SB SLOPE BLANKET
SF SILT FENCE
SFO SILT FENCE OUTLET
SW STRAW WATTLE
TS TEMPORARY SEEDING
TP TREE PROTECTION FENCE
2
EROSION CONTROL NOTES:
1.THIS SITE IS SUBJECT TO ALL EROSION AND STORMWATER REQUIREMENTS ASSOCIATED WITH
GRANVILLE COUNTY ORDINANCES.
2.ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPT. OF ENVIRONMENTAL
QUALITY. THESE CURRENT STANDARDS AND SPECIFICATIONS CAN BE FOUND AT:
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
energy-mineral-land-permit-guidance/erosion-sediment-control-planning-design-manual AND
SHALL SUPERCEDE ANY EROSION DETAILS THAT HAVE BEEN PROVIDED.
3.MEASURES PROPOSED FOR THIS SITE ARE STANDARD PRACTICE FOR MEDIUM SITES WITH
MINIMAL GRADE CHANGE, HOWEVER, ALL APPLICABLE LAWS AND REGULATIONS REQUIRING
DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT LADEN RUNOFF SHALL
STILL APPLY AND BE STRICTLY ADHERED TO.
4.SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL
POND OR DRAIN TO. ADDITIONAL OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE
CONDITIONS DIFFER AND STORMWATER PONDS DURING CONSTRUCTION.
5.SEE DETAIL SHEET C-2.4 FOR SEEDING REQUIREMENTS. ALL AREAS SHALL BE SODDED, MULCHED
OR OTHERWISE COVERED PER THE STABILIZATION CHART BELOW HEREIN.
6.ALL SLOPES GREATER THAN 3:1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG)
SC150 OR APPROVED EQUAL. ALL OTHER AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON
THE PLANS.
7.CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED
TO MAINTAIN EFFECTIVENESS AT CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO
EXITING THE SITE.
CONSTRUCTION STANDARDS:
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL
REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIES GRADING LIMITS SHOWN ON THE PLANS. FILTER CLOTH, WHEN USED, MUST
MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO
THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
3. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
4. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED.
6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH
THE RECEIVING AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE
IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11
PERMANENT SEEDING).
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1
2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE.J:\DD-PROJECTS\2017\17-033\CIVIL\Current Drawings\17-033_EC.dwg, 8/29/2019 2:51:02 PM, cea16, DWG To PDF.pc3, 1:1
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD SD SD
SD SD SD
SD SD SD
SD SD SD
SSSSSSSSFM FM FM
Know what's below.
before you dig.Call
R FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAC-1.3 SITE PLAN1 inch = ft.
GRAPHIC SCALE
( IN FEET )
0
30
15 307.5 15 60
VICINITY MAP
SITE
N
17 STRIPING:
PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE
HIGHWAY MARKING PAINT - WHITE (2 COATS).
16
15
STANDARD TENNIS COURTS:
REFER TO DETAIL SHEET C-2.1.
NON-PERMANENT BLEACHERS:
NOT USED.
14 PARKING LOT LIGHTING:
FINAL LOCATIONS TO BE COORDINATED WITH BUILDING
PACKAGE SITE UTILITIES PLAN BY OTHERS.
CONCRETE WHEEL STOP:
SEE DETAIL SHEET C-2.7.
12
11 SYNTHETIC ENGINEERED WOOD FIBER SURFACE:
REFER TO DETAIL SHEET C-2.1.
SYNTHETIC TURF:
REFER TO DETAIL SHEET C-2.1.
10 HANDICAP ACCESS UNLOADING ZONE:
SLOPE 2% MAX. EACH WAY (ADA COMPLIANT)
AND STRIPE AS SHOWN.
9
8
HANDICAP PARKING SYMBOL:
REFER TO DETAIL SHEET C-2.8.
7
42" FENCE:
REFER TO DETAIL SHEET C-2.1.
10' FENCE:
REFER TO DETAIL SHEET C-2.1.
6
5
36/60 TENNIS COURT (TYP.):
REFER TO DETAIL SHEET C-2.1
SAND VOLLEYBALL COURT (TYP.):
REFER TO DETAIL SHEET C-2.3.
4
3
CONCRETE SIDEWALK:
(8' WALKING TRAIL) REFER TO DETAIL SHEET C-2.1.
2 ASPHALT PAVING: (PARKING) REFER TO PAVEMENT
SECTION ON THIS SHEET .
1 ASPHALT PAVING: (DRIVE AISLES) REFER TO PAVEMENT
SECTION ON THIS SHEET .
ASPHALT TRAIL:
(8' WALKING TRAIL) REFER TO PAVEMENT SECTION ON THIS
SHEET.
KEY NOTES:
13
SITE INFORMATION
CURRENT OWNER:GRANVILLE COUNTY
ADDRESS:PO BOX 906 - OXFORD, NC 27565
PARCEL IDs:1911-25-2207
JURISDICTION: GRANVILLE COUNTY PLANNING
COUNTY:GRANVILLE COUNTY
STATE: NORTH CAROLINA
REFERENCES:DB 1494 / PG 767
TOTAL PARCEL SIZE:11.86 AC (NOT INCLUDING RIGHT OF WAY)
517,297 SF
CURRENT USE:VACANT / UNDEVELOPED
PROPOSED USE:PARK - ACTIVITY AREAS, PARKING, SHELTER, TRAILS
LAND USE CLASS:OUTDOOR RECREATION - ALLOWED BY LIMITED USE
CURRENT ZONING: AR-40
REQUIRED
STRUCTURE SETBACKS (ALSO APPLIED TO TENNIS COURTS)
FRONT SETBACK:50'
SIDE SETBACK: 25'
REAR SETBACK: 50'

MIN.LOT WIDTH:150'
MAX.BLDG HEIGHT:35'
PROPOSED WATER SUPPLY:PRIVATE WELL
PROPOSED SEWAGE TREATMENT: PUMP TO EXISTING DRAIN FIELD
PARKING REQUIRED: 23 SPACES
TENNIS COURTS: 3/COURT (6 COURTS) = 18 SPACES
PLAYGROUND: 1/4,000 SF ( ±16,874 SF) = (4.2) 5 SPACES
PARKING PROVIDED: 74 SPACES (70 STANDARD & 4 ADA ACCESSIBLE)
RIVER BASIN: TAR-PAMLICO
WATERSHED: N/A
1
1
1
2
1
1
1
3
3
4
4
4
50.00'
EXIST. ACCESS
EASEMENT
15 SPACES
15 SPACES
15 SPACES
14 SPACES20.00'24.00'20.00'20.00'24.00'20.00'20.00'R20.00'
R20.00'
R20.00'
R20.00'
R20.00'
R38.00'
R38.00'
R20.00'
18.00'
60.00'60.00'60.00'120.00'60.00'60.00'60.00'10.00'2
0
.
0
0
'
2
4
.
0
0
'
8.
0
0
'
R20.00'
R20.00'
24.00'24.00'5'8.00'R20.00'
R20.00'
18
18
18
5
5
3
4
3
3
4
3
8.00'8.00'
R5.00'R5.00'
6
6
7
8
7
8
8
7
8
13 TYP.
13 TYP.
13 TYP.
17 TYP.
17 TYP.
17 TYP.9.00'9.00'
9.00'
9.00'
9.00'15 SPACESR12.00'
R12.00'
R5.00'
10.00'10.00
'
10.00'
5.00'5.00'
5.00'
4
4
4
11
11
11
11
11
161616 80.00'50.00'80.00'50.00'
9.00'
SETBACK
SETBACKExisting Iron Pipe
Now or Formerly
Tax Map
Right of Way
Deed Book
Iron Pipe Set
Power Box
N/F
TM -
R/W
DB
-
-
EIP
NIP
-
-
Concrete Monument Set
Existing Concrete Monument
Iron Pipe Set (Unless Otherwise Designated)
Telephone Box
Cable TV Box
Existing Iron Pipe
Property Corner
Drop Inlet
Water Valve
Light Pole
Utility Pole
Fire Hydrant
PK Nail
Overhead Service
Easement Line
Right-of-Way Line
Drain Line
Sanitary Sewer
Overhead Utility
Water Line
Vinyl Fence
Curb Inlet
Wood Fence
Welded Wire Fence
Old R/W line
PagePG-
Existing Sewer Clean Out (4" service line)
Existing Water Meter (3/4 " Service line)
Storm Drainage Manhole
Sewer Manhole
Proposed Sewer Manhole
SS SS
WL WL
OHU OHU
OHS OHS
DL DL
SYMBOLS
ABBREVIATIONS
LINETYPES
LEGEND & NOMENCLATURE
Existing Contours
Proposed Contours100
JONESLAND DRIVE50' ROWHI-VIS CROSS WALK PER
NCDOT STD. 1205.07
ASPHALT
WALK TO TIE
TO EXISTING
2
6
11.00'
WILLIAM M & SHAMA S BLACK
MAPN: 191101253127
DB 1539/713
ZONING: AR-40
USE: SINGLE FAMILY RESIDENCE
SIZE: 1.0 AC
WILLIAM E & PEGGY P HOBGOOD
MAPN: 191101268285
DB 234/769
ZONING: AR-40
USE:VACANT
SIZE: 41.13 AC
GRANVILLE COUNTY
MAPN: 191100140423
DB 777/451
ZONING: AR-40
USE: ATHLETIC PARK
SIZE: 68.55 AC
50.00'40.00
'
111
.
0
9
'
Black Vinyl Coated Fence
30.56'8.00'9.47'98.00'53.89
'27.00'10
.
0
0
'
1
0
.
0
0
'
18.85'52.72'180.00'31.00'44.98'45.00'33.76'8.
0
0
'
10.00'
2" PE FORCEMAIN TO TIE TO
EXISTING TANK (CONTRACTOR
TO EXTEND UNDER ROAD
WITH DIRECTIONAL BORE.
PLUG AND FLAG LOCATION OF
TERMINUS POINT)
11.00'
10.00'
2- 2" CONDUITS (TYP.)
2- 2" CONDUITS (TYP.)
2- 2" CONDUITS (TYP.)
R5.00'
2- 2" CONDUITS
(TYP.)
ENCASE FM IN 3" PVC
UNDER WALK &
JONESLAND.
CAP/SEAL ENDS OF
CASING TO PREVENT
WATER INTRUSION.
EXTEND ASPHALT PAVING 8'
WHERE WALKING TRAIL
ABUTS PARKING STALLS (SEE
DETAIL BELOW)
4
2
2
2
2
18 HORSESHOE PIT (TYP.):
REFER TO DETAIL SHEET C-2.3.
PAVEMENT SECTION A-A
NOT TO SCALE
8' ASPHALT
WALKING
TRAIL 20' ASPHALT
PARKING SPACE 24' ASPHALT
DRIVE AISLE2" ASPHALT SURFACE(S9.5C)6" ABC STONE8" ABC STONE3" I.19C8" ABC STONE12" ASPHALT APRON WHERE
CONCRETE WALKS DON'T
ABUT COURT, SEE DETAIL
5
0
.
0
0
'
S
E
T
B
A
C
K 50.00'SETBACK25.00'SETBACKProperty Line
40' X 50'
PAVILION25.99'10.00'19.00'120.00'259.00'25.94'50.00'
A
A
50.00'HIGH POINT
BUFFER FOR ADJACENT
RESIDENTIAL PROPERTY (SEE
GRADING PLAN)
R5.00'
R5.00'
R5.00'
R5.00'
R5.00'
R5.00'
R5.00'
*ABC TO BE COMPACTED TO AT LEAST 100
PERCENT OF THE MAXIMUM DRY DENSITY
PER AASHTO T180
5.00'
26.24'
10
.
0
0
'
12
12
12
19
4' VINYL COATED CHAINLINK
FENCE ALONG BUFFER (SEE
SHEET C-1.4 FOR BUFFER
DETAIL)
4' VINYL COATED
CHAINLINK FENCE
ALONG PLAYGROUND
(SEE SHEET C-2.2 FOR
PLAYGROUND DETAIL)
19 UNCOVERED ADULT FITNESS AREA ON CONCRETE SLAB:
REFER TO DETAIL SHEET C-2.2.
20 32 GALLON TRASH RECEPTICAL WITH LINER ("THE PARK" 398-1075
OR APPROVED EQUAL) WITH FLAT TOP LID:
REFER TO DETAIL SHEET C-2.9.
21 PERMANENT BENCH ("THE PARK" 6' WOODEN SINGLE SIDED
BENCH, EMBEDDED PER MANUFACTURERS REQUIREMENTS OR
APPROVED EQUAL):
20
20
20
20
20
20
20
R5.00'
21
9.00'
21
21 21
21
21
1
SS C/O
INV. 477.91
SS INV. @
BLDG 478.10
SS C/O
INV. 475.11
SS C/O
INV. 476.37
9.26LF - 4" SCH.40 PVC @ 2.00%
78 LF - 4" SCH.40 PVC @ 2.00%
3
3
1,000 GAL. SOLIDS TANK
AND 1,000 GAL. PUMP
TANK w/ 1
2 HP PUMP
TOP +/- 478.50
INV. IN = 474.65
SS C/O
INV. 474.75
63 LF - 4"
SCH.40 PVC @
2.00%
23 LF - 4" SCH.40 PVC
@ 2.00% (TO TANK)
3
J:\DD-PROJECTS\2017\17-033\CIVIL\Current Drawings\17-033_S.dwg, 8/29/2019 2:27:26 PM, cea16, DWG To PDF.pc3, 1:1
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD
LD LD LD LD LD LDLDLDLDLDLDLDLDLD
LD
LD LD LD LD LD LD LD LD LD LDTPTPTPTPTPTPTPTPTPTPTPTPTP
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP
SDSDSD
SD
SD
SD
SD
SD
481.60
481.75
481.40
481.30
480.90
481.10
481.10
481.10
480.90
480.90
480.90
480.76
480.25
480.50
480.61
480.73
480.67
480.84
480.90
482.30
482.15
482.50 SW
482.00 FL
482.65
479.92
480.08
479.90
480.13480.26
481.66
481.75
481.75
481.75
481.75
481.24
481.10 SW
480.60 FL
480.40
480.25
482.40
483.10
482.50
482.90
INV. 480.25
483.40
483.89
483.17
OPEN THROAT CATCH BASIN
NCDOT STD 840.04
THROAT = 479.10
INV. = 476.77
INV. 476.30
PIPE 6 - 94 LF 18" HDPE @ 0.50%
480.13
480.13
480.99
480.99
78 LF 18" HDPE @ 4.46%
480.10
480.10
482.60
482.94
482.74
482.85
483.40
483.67
482.80
482.38
482.50
480.25 480.68
481.40 SW
480.90 FL
481.05 FLUSH
481.15
481.20
481.10
481.30
481.20
481.30
481.40
482.30
479.90
480.90
484.10
483.60
483.27
482.90
483.80
480.85
478.40
FFE 481.10
481.10
479.60
479.00
480.14480.05478.45
478.15
SD SD SD
SD SD SD
SD SD SD
SD SD SD
SSSSSSSSFM FM FM 480481
481
482481 477483
483
474 473
480 479 478 477
479
478
477
476
475
473474475476478479480480479478480
480482483481
480
481
482
47947948
0 481481481481
482
482
4824814814
8
1
482
4
8
0480
479478477480479481480479 478
481478476474
474
476
478 480478476474480479482481
480483483
4
7
9 481474476478479477478479 481482483
481482481478476474476478
Know what's below.
before you dig.Call
R FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAADDENDUM #3 - DWG UPDATES & CONTRACTOR CLARIF.8-28-19CEAC-1.4 GRADING & STORM DRAINAGE PLAN1 inch = ft.
GRAPHIC SCALE
( IN FEET )
0
30
15 307.5 15 603:1 SLOPE5:1 SLOPE5:1 SLOPE
2:1 SLOPE2:1 SLOPEGRADING AND STORM DRAINAGE NOTES:
1.EXISTING TOPOGRAPHY FROM SURVEY BY STEPHEN PUCKETT, PROFESSIONAL LAND SURVEYOR DATED 5/8/2019.
2.ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT, ASTM AND
AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL.
3.ROOF DRAIN CONNECTIONS AND INLINE CATCH BASINS IN NON-TRAFFIC BEARING LOCATIONS MAY BE HDPE
SYSTEMS SUCH AS "NYLOPLAST" BY ADS OR APPROVED EQUAL. (SEE DETAILS FOR USE AS STORM DRAINAGE SYSTEM)
4.ALL ON-SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING REQUIREMENTS PER NCDOT OR THE
MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS MOST STRINGENT.
5.NCDOT PRE-CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR
CONCRETE CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER
PRIOR TO INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL,
DRAWING & DETAILED SPECIFICATIONS.
6.CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL
CONNECTIONS/TIE-INS. CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS.
7.ALL WORK WITHIN NCDOT ROW SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES, NCDOT STANDARD DRAWINGS, AND THE MUTCD STANDARDS UNLESS OTHERWISE
SPECIFIED.
8.ALL STORM DRAINAGE CONSTRUCTION SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES, AND NCDOT STANDARD DRAWINGS UNLESS OTHERWISE SPECIFIED.
9.ALL UTILITY TRENCHING, BACKFILL, FOOTER AND PAD PREPARATIONS, AND SUB-GRADE COMPACTION EFFORTS
SHALL MEET/EXCEED GEOTECHNICAL FIELD RECOMMENDATIONS.
10.ADDITIONAL SPECIFICATIONS AND REQUIREMENTS FOR FOOTER AND BUILDING PAD PREPARATION AND
COMPACTION MAY EXIST IN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SHALL BE EXECUTED/IMPLEMENTED
AS REQUIRED.
11.THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED
AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A
PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURE
THAT MINIMUM SLOPE & COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS.
CONTACT ENGINEER WITH DISCREPANCIES.
12.THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED.
A STOCKPILE LOCATION HAS BEEN PROVIDED FOR WASTE MATERIAL.
13.ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE
ADJUSTED BY THE ENGINEER IF NECESSARY.
14.SPILL CURB LOCATIONS SHALL BE FIELD DETERMINED BY THE CONTRACTOR TO ENSURE POSITIVE DRAINAGE
THROUGHOUT THE PARKING LOTS AND DRIVE AISLES. NO "BIRD BATHS" OR LOW AREAS THAT WILL HOLD WATER
SHALL BE ALLOWED WITHIN THE CURB AND GUTTER OR PAVED AREAS.
HIGH
POINT
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
INV. 481.60
INV. 480.92
INV. 480.77
INV. 480.20
INV. 472.85
INV. 472.00
INV. 477.75
INV.
478.00
INSET A - BUFFER AT RESIDENTIAL PROPERTY
SCALE 1"=20'BUFFER FOR ADJACENT PROPERTY (SEE INSET A)INV. 478.50
32LF 18" RCP
@ 1.06%INV. 476.9
57LF 15" RCP @ 1.00%
52LF 15" RCP @ 1.31%
18" NYLOPLAST
DRAIN BASIN
RIM = 479.50
INV. OUT = 475.4818" NYLOPLAST DRAIN
BASIN W/ ADA
PEDESTRIAN GRATE
RIM = 478.05
INV. IN = 474.00
INV. OUT = 473.90
18" NYLOPLAST
DRAIN BASIN W/ ADA
PEDESTRIAN GRATE
RIM = 479.55
INV. OUT = 475.50
84 LF 15" HDPE
@ 1.79%
20 LF 18" HDPE
@ 1.65%
INV. 473.57
124 LF 15" HDPE
@ 1.20%3:1 SLOPE
3:
1

S
L
O
P
E
CONTRACTOR TO ENSURE THAT
BASIN FILL IS SUITABLE &
COMPACTED PER FIELD GEOTECH
SLAB RECOMMENDATIONS FOR
PLACEMENT OF OUTDOOR
ADULT FITNESS STATION
2-3'Wx20" CLASS B
RIP RAP LUNGE POOL
AND LEVEL SPREADER
(27) THORNY ELEAGNUS@ 6' O.C.(9) DEODAR CEDAR @ 20' O.C.
(55) LOROPETALUM @ 3' O.C.
4' VINYL COATED CHAIN LINK FENCE TO
EXTEND 20' BEYOND PROPERTY LINE
EOP
5.0'
10.0'3:
1
SLOPE
47 LF 15" RCP @ 1.31%
3'Wx20'Lx21"T CLASS B
RIP RAP LUNGE POOL
AND LEVEL SPREADER
72 LF 30" PIPE @ 1.18%
265 SF OF LINEAR WETLAND TO BE DISTURBED/FILLED WITH PROPOSED
ROAD CROSSING. THIS IS ALLOWABLE w/ A NATIONWIDE PERMIT & A
PCN BEING SUBMITTED TO USACE FOR THIS WORK. CONTRACTOR SHALL
NOT DISTURB THIS AREA WITHOUT FIRST CONFIRMING WITH THE
DESIGN ENGINEER AND EROSION CONTROL REPRESENTATIVE THAT THE
PROPER APPROVALS/PERMITS HAVE BEEN ACQUIRED. UNTIL THAT TIME,
THE OTHER CONSTRUCTION ENTRANCE SHALL BE USED FOR
CONSTRUCTION OF THE PROJECT.
3
3
J:\DD-PROJECTS\2017\17-033\CIVIL\Current Drawings\17-033_G.dwg, 8/29/2019 2:35:05 PM, cea16, DWG To PDF.pc3, 1:1
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAC-2.1 TENNIS COURT DETAIL60.01'60.00'
180.00'120.00'60.00'60.00'60.00'
180.00'120.00'PLAN VIEW OF TENNIS COURTS
SCALE: 1"=20'
SECTION A-A VIEW OF COURT 3
NOT TO SCALE
2" CENTER
SERVICE LINE
2" SINGLES
SIDE LINE
2" BASELINE/DOUBLES
SIDE LINE
2" SINGLES
SIDE LINE
2" BASELINE/DOUBLES
SIDE LINE
RUNOUT
BOUNDARY (FOR
REFERENCE ONLY,
DO NOT STRIPE)
4' FENCE/ FENCE POST
1' ASPHALT APRON AT
LOCATIONS WHERE
CONCRETE WALKS DO
NOT ABUT COURTS2'-8"TYPICAL CORNER POST
FOOTING
TYPICAL LINE POST
3500 psi CONCRETE
9 GA. TIE WIRE-24" o.c.
RAIL END
1/4"x 3/4"
DRAW BAR
POST BAND
POST CAP
FOOTING
42"-48"(4') CHAIN LINK FENCE DETAIL
TERMINAL POST 2
1/2" o.d. GALV. PIPE
@ ALL CORNERS &
INTERSECTIONS
TYP. TOP RAIL CONNECTION
AS SHOWN - 20' O.C.
TOP RAIL 1-5/8"
GALV. PIPE
10'10'
9 GA. TIE WIRE - 14" o.c.
NOTE:
1.ALL WIRE FABRIC SHALL BE BLACK VINYL COATED AND
FENCE HARDWARE SHALL BE GALVANIZED & PAINTED
BLACK.
2.THERE WILL BE NO MIDRAILS INSTALLED ON TENNIS
COURTS
3.SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL
INSTRUCTIONS AND DIRECTIONS ON CHAINLINK FENCE
INSTALLATION.42"-48"TYP. LINE POST
2" O.D. GALV PIPE
2'-2"6"6"6"10"3500 psi CONCRETE
7 GA. BOTTOM TENSION WIRE
(3
4" TO 1" FROM SURFACE)
1 3
4"x1 3
4"x 9 GA. FABRIC
KNUCKLED TOP & BOTTOM
3/8" TRUSS ROD @
ALL CORNERS &
INTERSECTIONS
ASPHALT COURT
SECTION PER DETAIL
COURT 2
4' GATE
4' GATE
4' GATE
DOUBLES POST/FOOTING SLEEVE PER DETAIL (PYRAMID)
10' BLACK VINYL CHAINLINK FENCE
(TYP. OF EVERY COURT END) ***FENCE
TO BE INSTALLED ON INSIDE
(COURTSIDE) OF FRAME WORK72.00'42" VINYL COATEDCHAINLINK FENCE ALONGMID SECTION (TYP. OFEACH COURT SIDE)A A
COURT 4
(78' LAYOUT STRIPING
PER USTA DETAIL -
THIS SHEET)
COURT 5
(78' LAYOUT STRIPING
PER USTA DETAIL -
THIS SHEET)
COURT 6
(78' LAYOUT STRIPING
PER USTA DETAIL -
THIS SHEET)
COURT 1
(78' LAYOUT WITH 36/60
BLENDED LINES PER USTA
DETAIL - THIS SHEET)
COURT 3
(78' LAYOUT WITH 36/60
BLENDED LINES PER USTA
DETAIL - THIS SHEET)
COURT 2
(78' LAYOUT WITH 60'
BLENDED LINES PER USTA
DETAIL - THIS SHEET)
60.00'19.00'OUTLETS/RECEPTACLES
PER FINAL ELECTRICAL
PLAN - THIS BANK OF
COURTS IS NO
LONGER PROPOSED
TO BE EQUIPPED FOR
FUTURE LIGHTING
GRASSED
AREA
(TYP.
OF
ALL
ISLANDS)
COURT 1 COURT 2 COURT 3
NOTE: BID SHALL INCLUDE COLOR SCHEME AS SHOWN WITH BLUE
COURTS & GREEN RUN OUT AREAS. STRIPING SHALL ADHERE TO
COLOR DEVIATIONS REQUIRED BY USTA FOR MULTIPURPOSE COURTS.
1
1
1
2 LAYERS
OF 1.5"
S9.5C 1
1
J:\DD-PROJECTS\2017\17-033\CIVIL\Current Drawings\17-033_D.dwg, 7/18/2019 3:12:40 PM, cea16, DWG To PDF.pc3, 1:1
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FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAADDENDUM #3 - DWG UPDATES & CONTRACTOR CLARIF.8-28-19CEAC-2.2 PLAYGROUND DETAILSTYPICAL SECTION VIEW OF PLAYGROUND
4" THICK CONCRETE WALK
(WIDTH & LOCATION
VARIES) POURED ON TOP
OF COMPACTED
SUBGRADE OR OVER
WASHED STONE IF USED AS
DRAINAGE COMPOSITE
8" COMPACTED SUBGRADE BELOW
REQUIRED DRAINAGE COMPOSITE
AND SEPARATED BY GEOTEXTILE
FABRIC PER MANUFACTURERS
REQUIREMENTS
ARTIFICIAL TURF COVERED
GRADE TRANSITION
(VARIES THROUGHOUT)
EXISTING LINEAR
WETLAND
PLAN VIEW OF PLAYGROUND
SCALE: 1"=20'
4' BLACK VINYL COATED FENCE
4' BLACK VINYL COATED FENCE
PROVIDE 4' WIDE GATE WITH
CHILD LATCH SYSTEM
(MAGNALATCH SERIES 3 SAFETY
GATE LATCH WITH ROUND POST
ADAPTER KIT OR APPROVED
EQUAL)
LEVEL SPREADER TYP. SECTION
PLAYGROUND
2:1 SLOPE
EXISTING LINEAR
WETLAND
4' BLACK VINYL COATED FENCE
20 LF 18" HDPE
@ 1.65%
INV. 473.57
3'Wx20"D CLASS B RIP
RAP PLUNGE POOL
AND LEVEL SPREADER
EXISTING LINEAR
WETLAND
4' FENCE
2'-3' SOD STRIP
3'
GEOTEXTILE FABRIC (TOED
IN MIN. 12" ON ALL SIDES)
SEE PLUNGE POOL DETAIL
PLAN VIEW OF ADULT FITNESS AREA
SCALE: 1"=10'
CHEST PRESS
CARDIO
WALKER
COMBINATION FITNESS HUB
BALANCE BOARD
STATION
PARALLEL BARS
MIN. 9" DEEP ENGINEERED WOOD
FIBER MULCH. DRAINAGE
COMPOSITE TO BE PROVIDED PER
MANUFACTURES REQUIREMENTS
AND SUBGRADE ELEVATION
ADJUSTED ACCORDINGLY.
DRAINAGE SHALL TIE TO INLETS
PROVIDED.
ARTIFICIAL TURF ON SLOPE AND
AREA BETWEEN WALKS AS SHOWN
"SMART TURF - PLAY ZONE PLUS"
OR APPROVED EQUAL
6x6 TREATED TIMBER EDGING (EXPOSED
EDGES TO BE ROUTED WITH 3
4 RADIUS).
OVERLAP JOINTS SO THEY DON'T LINE
UP. USE 24" LONG, 1
2" DIAMETER
DOWEL OR GALVANIZED #4 REBAR TO
ANCHOR TIMBERS AT 6' O.C. WITH 1
2" X
10"L A307 GRADE A HOT DIP
GALVANIZED STEEL LAG BOLT AT 3' O.C.
BETWEEN DOWELS/ANCHORS.
19'32'10'19'
6x6 TREATED TIMBER EDGING (EXPOSED
EDGES TO BE ROUTED WITH 3
4 RADIUS).
OVERLAP JOINTS SO THEY DON'T LINE UP.
USE 24" LONG, 1
2" DIAMETER DOWEL OR
GALVANIZED #4 REBAR TO ANCHOR TIMBERS
AT 6' O.C. WITH 1
2" X 10"L A307 GRADE A HOT
DIP GALVANIZED STEEL LAG BOLT AT 3' O.C.
BETWEEN DOWELS/ANCHORS.
6x6 TREATED TIMBER EDGING
(EXPOSED EDGES TO BE ROUTED
WITH 3
4 RADIUS). OVERLAP JOINTS
SO THEY DON'T LINE UP. USE 24"
LONG, 1
2" DIAMETER DOWEL OR
GALVANIZED #4 REBAR TO
ANCHOR TIMBERS AT 6' O.C. WITH
1
2" X 10"L A307 GRADE A HOT DIP
GALVANIZED STEEL LAG BOLT AT 3'
O.C. BETWEEN DOWELS/ANCHORS.
CANTATA CHIMES
(ADD ALTERNATIVE)
ARCH SWING
(ADD ALTERNATIVE)
HILLSIDE SLIDE
CLIMBING ROPE
ANCHORED IN
GROUND (TYP.)
(ADD ALTERNATIVE)
POWERSCAPE SWING &
ADD-A-BAY WITH 1
ZERO-G SWING CHAIR, 3
BELT SWING SEATS, & 1
ENCLOSED TOT SWING
SEAT
ACCESSIBLE WHIRL
(ADD ALTERNATIVE)
HILLSIDE SLIDE
POWERSCAPE SWING &
ADD-A-BAY WITH 1
ZERO-G SWING CHAIR, 1
EXPRESSION SWING, & 2
BELT SWING SEATS
PLAYGROUND NOTES
1.ONLY SWINGS & SLIDES TO BE INCLUDED IN BASE BIDS.
2.OTHER EQUIPMENT TO BE INCLUDED AS ADD ALTERNATE FOR EACH ITEM.
3.ITEMS/EQUIPMENT SHOWN ARE BY "GAMETIME", ALTERNATES/APPROVED EQUALS ARE
ACCEPTABLE, HOWEVER, THEY SHALL BE OF SIMILAR FUNCTION AND INTENDED USE
AS THOSE SPECIFIED.
4.UNIT PRICES ARE REQUESTED FOR MULTIPLE PLAYGROUND SURFACES, FOR PURPOSES
OF BASE BID. AREAS SHOWN ARE AS FOLLOWS:
CONCRETE WALK = 1,812 SF
ARTIFICIAL TURF = 2,070 SF
ENGINEERED WOOD FIBER = 9,772 SF
5.POUR IN PLACE RUBBER SURFACING TO BE "TOT TURF EPDM SURFACE" OR APPROVED
EQUAL
FITNESS AREA NOTES
1.ITEMS/EQUIPMENT SHOWN COME AS A PACKAGE AND AREA BY "GAMETIME".
ALTERNATES/APPROVED EQUALS ARE ACCEPTABLE, HOWEVER, THEY SHALL BE
OF SIMILAR FUNCTION AND INTENDED USE AS THOSE SPECIFIED.
2.CONTRACTOR SHALL INCLUDE THE FOLLOWING AS A BID ALTERNATE AS
DIRECTED BY THE BID DOCUMENTS.
-SITE PREP, FINE GRADING, AND SUB-BASE PREP
-CONCRETE FOR PAD AND SIDEWALK CONNECTIONS TO PAVILION AND
ASPHALT TRAIL
-PURCHASE AND INSTALLATION OF OUTDOOR ADULT FITNESS EQUIPMENT TO
INCLUDE A MINIMUM OF FIVE PIECES AS SHOWN. ALTERNATES AND
DEVIATIONS MAY BE APPROVED BY THE OWNER.
3.CHEST PRESS SHALL BE PRICED AS ADA COMPATIBLE.
1
ADULT FITNESS STATION TO BE
CONSTRUCTED OF 6" CONCRETE
SLAB (MIN. 4000 PSI) OVER
PREPARED SUBGRADE
3
ARTIFICIAL TURF ON SLOPE AND AREA
UNDER SLIDES/ROPE PULLS TO BE
"SMART TURF - PLAY ZONE PLUS w/ 2"
CUSHION PAD" OR APPROVED EQUAL
ARTIFICIAL TURF ON SLOPE AND AREA
UNDER SLIDES/ROPE PULLS TO BE
"SMART TURF - PLAY ZONE PLUS w/ 2"
CUSHION PAD" OR APPROVED EQUAL
3
3
3
C:\Users\cea16\Desktop\TO HOME\GAP 9-2\9-2\CIVIL\Current Drawings\17-033_D.dwg, 9/3/2019 6:41:01 AM, cea16, DWG To PDF.pc3, 1:1
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SD FIRST ISSUEDBYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368C-2.3 HORSESHOE AND VOLLEYBALL DETAILSCOMPACTED SUBGRADE
12" BEACH
VOLLEYBALL
SAND
12"
PERMEABLE
GEOTEXTILE
FABRIC
12" DIAMETER X 36" DEEP
CONCRETE FOOTING (IN
SUBGRADE)
6"X6" TREATED TIMBERS
SECURED TO GRADE WITH 18"
LONG 1
2" DIAMETER DOWELS OR
#4 GALVANIZED REBAR, 6' O.C.
ALL EXPOSED EDGES TO BE
ROUTED WITH 3
4" RADIUS.
1" DIAMETER SMOOTH
STEEL ROD (48" LONG
& TO EXTEND 15"
ABOVE GRADE)
PERMEABLE
GEOTEXTILE FABRIC
TO WRAP SAND PITS
(STOP 3" FROM TOP
OF GRADE & FASTEN
TO 6"X6" TIMBERS)
12" WASHED CLEAN
SAND (ASTM C-33)
50.00'80.00'10.50'59.00'10.25'
10.25'29.50'10.50'7.14'3.11'3.39'6.86'
9.00'
0.50'
0.50'
51.00'0.50'0.50'81.00'9.00'
PLAN VIEW OF VOLLEYBALL COURT
SCALE: 1"=10'
PLAN VIEW OF HORSESHOE PITS
SCALE: 1"=10'17.00'7.00'10.00'7.00'10.00'7.00'8.85'49.00'1
0
.
0
0
'
1
0
.
0
0
'
10
.
0
0
'17.00'49.00'
49.00'
36.00'6.00'
6.00'6.00'PERMEABLE
GEOTEXTILE FABRIC
TO WRAP SAND PITS
(STOP 3" FROM TOP
OF GRADE & FASTEN
TO 6"X6" TIMBERS)
KEEP 3" TIMBER OFF
BOTTOM WHEN
POURING CONCRETE
NET & HARDWARE TO BE
PROVIDED BY OWNER
MIN. 6" PEA
GRAVEL OVER PIPE
6"
DAYLIGHT DRAIN
3'x3' CLASS A PLUNGE
POOL AT OUTLET
3'x3' CLASS A PLUNGE
POOL AT OUTLET
SECTION A-A VIEW
NOT TO SCALE
SECTION VIEW OF HORSESHOE PIT
NOT TO SCALE
6X6 TREATED TIMBER,
ROUTED WITH 3
4" RADIUS
(ALL EXPOSED EDGES)
6'12"48"15"6'X6'X12"DEEP PIT
AT EACH PIN8'-4"PERMEABLE GEOTEXTILE
FABRIC TO WRAP SAND
PITS (STOP 3" FROM TOP
OF GRADE & FASTEN TO
6"X6" TIMBERS)
6" HDPE (DOUBLE WALL)
OR SCHEDULE 40 PVC
A
A
6" PERFORATED HDPE
(DOUBLE WALL) OR
SCHEDULE 40 PVC
6" PERFORATED HDPE
(DOUBLE WALL) OR
SCHEDULE 40 PVC
PROVIDE COUPLING &
TRANSITION TO SOLID PVC
OR HDPE ONCE PAST TIMBERS
PROVIDE COUPLING &
TRANSITION TO SOLID PVC
OR HDPE ONCE PAST TIMBERS
B
B
6" PERFORATED HDPE
(DOUBLE WALL) OR
SCHEDULE 40 PVC
PROVIDE COUPLING &
TRANSITION TO SOLID PVC
OR HDPE ONCE PAST TIMBERS
6x6 TREATED TIMBER EDGING
(EXPOSED EDGES TO BE ROUTED
WITH 3
4 RADIUS). OVERLAP JOINTS
SO THEY DON'T LINE UP. USE 24"
LONG, 1
2" DIAMETER DOWEL OR
GALVANIZED #4 REBAR TO
ANCHOR TIMBERS AT 6' O.C. WITH
1
2" X 10"L A307 GRADE A HOT DIP
GALVANIZED STEEL LAG BOLT AT 3'
O.C. BETWEEN DOWELS/ANCHORS.
6x6 TREATED TIMBER EDGING
(EXPOSED EDGES TO BE ROUTED
WITH 3
4 RADIUS). OVERLAP JOINTS
SO THEY DON'T LINE UP. USE 24"
LONG, 1
2" DIAMETER DOWEL OR
GALVANIZED #4 REBAR TO
ANCHOR TIMBERS AT 6' O.C. WITH
1
2" X 10"L A307 GRADE A HOT DIP
GALVANIZED STEEL LAG BOLT AT 3'
O.C. BETWEEN DOWELS/ANCHORS.
SECTION B-B VIEW
NOT TO SCALE
12"12"24"12"
MIN. 12" BEACH
VOLLEYBALL
SAND
GRADE SLOPE
TO DRAIN
PERMEABLE
GEOTEXTILE
FABRIC
MIN. 6" PEA
GRAVEL OVER PIPE
6" PERFORATED HDPE
(DOUBLE WALL) OR
SCHEDULE 40 PVC
PERMEABLE GEOTEXTILE
FABRIC TO WRAP SAND
PITS (STOP 3" FROM TOP
OF GRADE & FASTEN TO
6"X6" TIMBERS)
6x6 TREATED TIMBER EDGING
(EXPOSED EDGES TO BE ROUTED
WITH 3
4 RADIUS). OVERLAP JOINTS
SO THEY DON'T LINE UP. USE 24"
LONG, 1
2" DIAMETER DOWEL OR
GALVANIZED #4 REBAR TO
ANCHOR TIMBERS AT 6' O.C. WITH
1
2" X 10"L A307 GRADE A HOT DIP
GALVANIZED STEEL LAG BOLT AT 3'
O.C. BETWEEN DOWELS/ANCHORS.
PERMEABLE GEOTEXTILE
FABRIC TO WRAP SAND
PITS (STOP 3" FROM TOP
OF GRADE & FASTEN TO
6"X6" TIMBERS)
6x6 TREATED TIMBER EDGING
(EXPOSED EDGES TO BE ROUTED
WITH 3
4 RADIUS). OVERLAP JOINTS
SO THEY DON'T LINE UP. USE 24"
LONG, 1
2" DIAMETER DOWEL OR
GALVANIZED #4 REBAR TO
ANCHOR TIMBERS AT 6' O.C. WITH
1
2" X 10"L A307 GRADE A HOT DIP
GALVANIZED STEEL LAG BOLT AT 3'
O.C. BETWEEN DOWELS/ANCHORS.
MIN. 12" BEACH
VOLLEYBALL
SAND
GRADE SLOPE
TO DRAIN
PERMEABLE
GEOTEXTILE
FABRIC6" PERFORATED HDPE
(DOUBLE WALL) OR
SCHEDULE 40 PVC
MIN. 24" DEEP TO
ACHIEVE SECTION
9.00'
9.00'30.00'
0.50'
0.50'
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAC-2.4 EROSION CONTROL DETAILSSEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)50
GERMAN MILLET 40
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IN
THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDAGRASS
RYE (GRAIN)120
IS NOT TO EXTEND BEYOND JUNE.
MAY BE SUBSTITUED AT A RATE OF 50 LB/ACRE.
SEEDING DATES:
MOUNTAINS -ABOVE 2500 ft: FEB. 15 - MAY 15
BELOW 2500 ft: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
MOUNTAINS - MAY 15 - AUG. 15
PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING IN NORTH CAROLINA
LATE WINTER &
EARLY SPRING
SUMMER
FALL
LATE WINTER &
EARLY SPRING
SUMMER
FALL
MAINTENANCE:
NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS
NEEDED. IF RILLS ANG GULLIES DEVELOP, THEY MUST BE FILLED, RE-SEEDED, AND MULCHED
AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
DAMAGE TO VEGETATION FROM DISEASE, INSECTS, TRAFFIC, ETC., CAN OCCUR AT ANY TIME.
HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST AND
SPRAYS MAY BE NEEDED TO CONTROL INSECTS.
WEEK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS
PROMPTLY AS POSSIBLE.
SEEDBED PREPARATION
SEEDING SCHEDULE
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND UNIFORMLY AND MIX WITH SOIL (SEE
BELOW*).
5.) CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES
6.) SEED ON A FRESHLY PREPARED SEEDBED AND SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK
7.) MULCH IMMEDIATELY AFTER SEEDING
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH WITH ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTER
PERMANENT COVER IS STABILIZED.
* APPLY:
AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS)
FERTILIZER - 1,000 lbs. / ACRE -10-10-10
SUPERPHOSPHATE- 500 lbs> / ACRE -20% ANALYSIS
MLCH -2 TONS / ACRE (5000 LBS/AC FOR STEEP SLOPES) - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 400 GALS./ ACRE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 250
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
50
SEEDING NOTES
1.AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
2.WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE LESPEZEDA TO 40 LB/ACRE.
3.TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS. HOWEVER,
AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL:AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATE WINTER:FUBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15
FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER SEEDING OF KOBE LESPEZEDA OVER
FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE
A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
PERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11L)
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
3"
(7.5cm)
2"-5"
(5cm-12.5cm)
TYPICAL SLOPE BLANKET INSTALLATION
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
12"(30 cm)
(15 cm)
6"(15 cm)
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
TM
USA 1-800-772-2040 CANADA 1-800-448-2040
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
2.4.
5.
3B.
1.
3A.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKESTM
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
6' (1.8m)
3' (0.9m)
3' (0.9m)
3.3' (1.0m)
3.3' (1.0m)
4' (1.2m)
4' (1.2m)
3.3' (1.0m)
4' (1.2m)
10" (0.25m)
A
6' (1.8m)
1.6' (0.5m)
2' (0.6m)
20" (0.5m)
20" (0.5m)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
For blankets with the optional North American
Green DOT System place staples/stakes
(1.35 STAPLES PER SQ. M)
1.15 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
USA 1-800-772-2040
CANADA 1-800-448-2040
www.nagreen.com
3.3' (1.0m)
3.3' (1.0m)
3.3' (1.0m)
10" (0.25m)
Seam Stitch TM
Seam Stitch TM Seam Stitch TM
Seam Stitch TM
Seam Stitch TM
*Location of Seam Stitch will vary depending on North American Green product type:TM
*2"-5" (5cm-12.5cm)*2"-5" (5cm-12.5cm)
B C
D E
1.6' (0.5m)2' (0.6m)
TM
through each of the BLUE colored dots.
through each of the RED colored dots.
Green DOT System place staples/stakes
For blankets with the optional North American
through each of the GREEN colored dots.
Green DOT System place staples/stakes
For blankets with the optional North American
through each of the WHITE colored dots.
Green DOT System place staples/stakes
For blankets with the optional North American
through each of the YELLOW colored dots.
Green DOT System place staples/stakes
For blankets with the optional North American
TM TM
TMTM
*2"-5" (5cm-12.5cm)*2"-5" (5cm-12.5cm)*2"-5" (5cm-12.5cm)
*2"-5" (5cm-12.5cm)*2"-5" (5cm-12.5cm)*2"-5" (5cm-12.5cm)
CHANNEL
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2.Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up-slope portion
of the trench. Use ShoreMax mat at
the channel/culvert outlet as
supplemental scour protection as
needed. Anchor the RECPs with a row
of staples/stakes approximately
12"(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to the
compacted soil and fold the remaining
12"(30cm) portion of RECPs back over
the seed and compacted soil. Secure
RECPs over compacted soil with a
row of staples/stakes spaced
approximately 12" apart across the
width of the RECPs.
3.Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against
the soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.Place consecutive RECPs end-over-end
(Shingle style) with a 4"-6" overlap.
Use a double row of staples staggered
4" apart and 4" on center to secure
RECPs.
5.Full length edge of RECPs at top of
side slopes must be anchored with a
row of staples/stakes approximately
12"(30cm) apart in a 6"(15cm) deep X
6"(15cm) wide trench. Backfill and
compact the trench after stapling.
6.Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7.In high flow channel applications a
staple check slot is recommended at
30 to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8.The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
6
2
4
12"(30cm)
6"
(15cm)
6"
(15cm)
4"-6"
(10-15cm)
8
6"
(15cm)
5 7
4"(10cm)
3
1
A
B
C
A
B C
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
4"(10cm)
6"
(15cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com
®®
®
®
®®
®®
NO SCALE
1
4
CURLEX® SEDIMENT LOG®
DETAIL (NO BLANKET)
®®
®®
NO SCALE
2
4
CURLEX® SEDIMENT LOG®
DETAIL (WITH BLANKET)
®
STAKE DETAIL
(BARE SOIL) (WITH TRENCH)
NO SCALE
4
4
®®
NOTE: TRENCH OPTION IS MOST APPLICABLE IN LOOSE,
UNCONSOLIDATED SOILS
®®
®
STAKE DETAIL
(WITH BLAMKET) (NO TRENCH)
NO SCALE
5
4
®
CHANNEL TERMINATION
PLAN
NO SCALE
6
4
®®
®
STAKE DETAIL
(BARE SOIL) (NO TRENCH)
NO SCALE
3
4
CURLEX®®
DITCH/CHANNEL APPLICATION DETAIL
®
ANCHOR DETAIL (PLAN VIEW)
OPTIONAL OVERLAPPING JOINT
NO SCALE
7
4
Channel
Gradient (%)
0.5 91.7 136.7 183.3 250.0
1 45.8 68.3 91.7 125.0
1.5 30.6 45.6 61.1 83.3
2 22.9 34.2 45.8 62.5
2.5 18.3 27.3 36.7 50.0
3 15.3 22.8 30.6 41.7
3.5 13.1 19.5 26.2 35.7
4 11.5 17.1 22.9 31.3
4.5 10.2 15.2 20.4 27.8
5 9.2 13.7 18.3 25.0
5.5 8.3 12.4 16.7 22.7
6 7.6 11.4 15.3 20.8
6.5 7.1 10.5 14.1 19.2
7 6.5 9.8 13.1 17.9
7.5 6.1 9.1 12.2 16.7
8 5.7 8.5 11.5 15.6
8.5 5.4 8.0 10.8 14.7
9 5.1 7.6 10.2 13.9
9.5 4.8 7.2 9.6 13.2
10 4.6 6.8 9.2 12.5
11 4.2 6.2 8.3 11.4
12 3.8 5.7 7.6 10.4
13 3.5 5.3 7.1 9.6
14 3.3 4.9 6.5 8.9
15 3.1 4.6 6.1 8.3
16 2.9 4.3 5.7 7.8
17 2.7 4.0 5.4 7.4
18 2.5 3.8 5.1 6.9
19 2.4 3.6 4.8 6.6
20 2.3 3.4 4.6 6.3
25 1.8 2.7 3.7 5.0
30 1.5 2.3 3.1 4.2
35 1.3 2.0 2.6 3.6
40 1.1 1.7 2.3 3.1
45 1.0 1.5 2.0 2.8
50 0.9 1.4 1.8 2.5
6 in Curlex Sediment Log
Spacing Between Products (ft)
9 in Curlex Sediment Log 12 in Curlex Sediment Log 20 in Curlex Sediment Log
Curlex® Sediment Log® - Recommended Spacing in Channelized Flow Applications
Notes:
1. Spacing of Curlex Sediment Logs is calculated by:
[Distance between channel bottom and top of installed Curlex Sediment Log(ft)/Channel gradient (%)]*100=Curlex Sediment Log Spacing (ft)
2. Minimum installed heights used for determining spacing values in table. Minimum installed heights of 6 in, 9 in, 12 in, and 20 in Curlex Sediment Logs are 5.5 in, 8.2 in, 11.0 in, and 15.0 in, respectively..\ESDlogoLarge.jpg
10' x 10' SQUARE WASHOUT BASIN
24" MIN.
NOTES:
1.INSTALL CONCRETE WASHOUT PIT AT LOCATION(S) SHOWN ON PLANS.
2.LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO GROUND
OUTSIDE PIT AS SHOWN.
3.MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED AND RE-LINED WHEN
DEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12"
FOLLOWING WASHOUT OF CONCRETE TRUCK.
4.ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT.
5.WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE WATERS.
CONCRETE WASHOUT PIT
MAINTENANCE FOR ALL MATTING APPLICATIONS:
·INSPECT FOR LOOSE ENDS/AREAS AND RESTAPLE AS NEEDED
·INSPECT AFTER RAIN EVENTS TO ENSURE THAT WATER IS NOT UNDERMINING THE BLANKETS/MATTING. IF
SO, FILL IN THE SCOURED AREAS, REPLACE MATTING AND RESEED. CONTACT ENGINEER TO CONFIRM
THAT ADDITIONAL MEASURES ARE NOT NECESSARY TO PREVENT FUTURE WASHOUTS.
·SHOULD CONSTRUCTION OR THE PROJECT LAST LONGER THAN EXPECTED, REPLENISH MATTING AS
APPROPRIATE BASED UPON DESIGN LIFE OF MATTING. RE-INSTALL AND RESEED AS REQUIRED BY THE
CORRESPONDING INSTALLATION INSTRUCTIONS AND DETAILS FOR THIS PROJECT.
MAINTENANCE FOR WATTLES / SEDIMENT LOGS:
·INSPECT FOR LOOSE SECTIONS AND RESTAKE AS NEEDED
·INSPECT AFTER RAIN EVENTS TO ENSURE THAT WATER IS NOT UNDERMINING THE WATTLE / LOG. IF SO,
FILL IN THE SCOURED AREAS, INSTALL DITCH MATTING, RE-INSTALL WATTLE AND RESEED DISTURBED
AREAS. CONTACT ENGINEER TO CONFIRM THAT ADDITIONAL MEASURES ARE NOT NECESSARY TO
PREVENT FUTURE WASHOUTS.
·CHECK FOR SEDIMENT BUILDUP IN FRONT OF THE LOG AND REMOVE ONCE IT REACHES 1
3 THE WATTLE
HEIGHT
·ADD ADDITIONAL STAKES AS NEEDED IF FLOWS APPEAR TO CAUSE THE WATTLE TO BE LOOSE OR
UNSTABLE
EXISTING GRADE
1.5'3:13:1
PERMANENT CHANNEL SECTION
LINED w/ SC-150--SEED AND MULCH AS REQUIRED
HANDLING OF CONCRETE NOTES:
1.CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS
OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE.
2.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR
IMPERMEABLE LINER. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING, OR SIMILAR-STRENGTH MATERIAL, AND FREE OF
HOLES OR TEARS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
3.ALL WASHOUT OPERATIONS MUST BE AT LEAST 50 FEET FROM STORM DRAINS OR WATERBODIES UNLESS INDIVIDUAL SITE DIFFICULTIES MAKE THIS REQUIREMENT
IMPRACTICAL. A REDUCTION OF THIS DISTANCE REQUIREMENT WILL BE ALLOWED ON A CASE-BY-CASE BASIS IF THE PERMITTING AUTHORITY DETERMINES THAT
THE WASHOUT FACILITY WITH A REDUCED BUFFER WILL ADEQUATELY PROTECT THE WATER QUALITY IN ADJACENT STREAMS.
4.WASHOUT OF CONCRETE TRUCKS SHALL BE PERFORMED IN DESIGNATED AREAS ONLY.
5.A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS ABOUT THE REQUIREMENT TO USE THE
FACILITY.
6.THE HARDENED RESIDUE FROM THE CONCRETE WASHOUT WILL BE DISPOSED OF IN THE SAME MANNER AS OTHER NON-HAZARDOUS CONSTRUCTION WASTE
MATERIALS OR MAY BE BROKEN UP AND USED ON SITE AS DEEMED APPROPRIATE BY THE CONTRACTOR. MAINTENANCE OF THE WASHOUT IS TO INCLUDE
REMOVAL OF HARDENED CONCRETE. FACILITY SHALL HAVE SUFFICIENT VOLUME TO CONTAIN ALL THE CONCRETE WASTE RESULTING FROM WASHOUT AND A
MINIMUM FREEBOARD OF 12 INCHES. FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY AND SHALL BE CLEANED OUT ONCE 75% FULL UNLESS A NEW
FACILITY IS CONSTRUCTED.
7.PORTABLE, REMOVABLE CONTAINERS MAY BE USED AS ABOVE GRADE CONCRETE WASHOUTS PROVIDED TRUCK OPERATORS ARE ABLE TO WASH INDIVIDUAL
CHUTE SECTIONS OUT OVER THE WASHOUT.
8.IF STORED LIQUIDS HAVE NOT EVAPORATED AND THE WASHOUT IS NEARING CAPACITY, THE LIQUIDS MAY BE VACUUMED AND DISPOSED OF OFF-SITE IN A
LEGALLY ACCEPTABLE MANNER OR DISPOSED OF ON-SITE IN A MANNER AND LOCATION THAT IT WILL NOT REACH STREAMS AND OTHER BODIES OF WATER.
ON-SITE PITS AND OTHER INFILTRATION DEVICES WILL BE ACCEPTABLE IF THE DEVICE IS DESIGNED TO INFILTRATE THE ANTICIPATED VOLUME OF WATER AND
APPROVED PRIOR TO ITS USE BY THE PERMITTING AUTHORITY.
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAC-2.5 EROSION CONTROL DETAILSFLOW OF
WATER TO INCREASE STORAGE CAPACITY AND PROLONG THE LIFE OF
THE SILT FENCE, IT IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF YOUR SILT FENCE WHENEVER
POSSIBLE.
1) TOTAL DRAINAGE AREA FLOWING TO THE FENCE MAY
NOT EXCEED 1 ACRE.
2) SILT FENCES SHOULD NOT BE USED AT PIPE
OUTLETS OR IN AREAS OF CONCENTRATED FLOW
(CREEKS, DITCHLINES, SWALES ETC.)2' MIN3'-0"8" SEDIMENT WHEN THIS LEVEL IS REACHED OR
STEEL POSTS @ 8' O.C. MAX.. (NO WOOD POSTS)
TRENCH, COVER W/ SOIL & TAMP BACKFILL.
CARRY 6" OF WIRE INTO TRENCH.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
AS DIRECTED BY CONSERVATION INSPECTOR.
NATURAL GRADE
SHEET DRAINAGE (ONLY)
NOTES:
FLOW
8' OC MAX
FLOW ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CLIPS OR WIRE AT 8" OFF
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE
HOOKED ONTO PERFORMED CHANNELS ON
STEEL POSTS. (NO WOOD POSTS)
CENTER.
SEDIMEN
T

S
T
O
R
A
G
E

P
I
T
SILT FENC
E
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD
THE FABRIC OF A FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALSAND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE ARE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
SILT FENCE
CARRY APPROX.12" OF FABRIC INTO TRENCH
(8"V & 4"H)
AT THE LOWER LEFT (A) IS THE FLEXIBLE JOINT THAT
CONNECTS TO A 4-INCH OUTLET PIPE THAT GOES
THROUGH THE DAM OF THE BASIN OR CONNECTS TO A
RISER VIA A SPECIFIED PIPE INSERT OR CORED HOLE. A
RIGID PIPE (B) CONNECTS THE FLEXIBLE JOINT TO THE
SKIMMER INLET (C), WHICH IS SUSPENDED BELOW THE
SQUARE FLOAT (D).
INSIDE THE SKIMMER INLET IS A PLUG WITH A
CIRCULAR OPENING SIZED TO DRAIN A FULL BASIN IN
3-5 DAYS DEPENDING UPON THE DESIGN
CALCULATIONS. AN ACCESS PANEL (E) ALLOWS EASY
ACCESS TO THE OPENING, AND THE OPENING SIZE CAN
BE ADJUSTED TO MATCH BASIN VOLUME.
IF ONE SKIMMER CANNOT DRAIN A BASIN IN THE
TIME DESIRED, MULTIPLE SKIMMERS CAN BE USED. THE
FLOAT ACTS AS A TRASH GUARD, AND THE INLET IS
SCREENED TO PREVENT CLOGGING.
A
B
E
C
D
DAM
IMPERMEABLE
SPILLWAY
LINER
SPILLWAY
TOP OF
DAM
UPPER EDGE OF
LINER ANCHORED
ROPE TO RETRIEVE
SKIMMER
FLEXIBLE
JOINT
SKIMMER
FLOATING
COIR BAFFLES (TYP
OF 3, SEE DETAIL)
SEDIMENT
ACCUMULATION
SKIMMER WHEN
BASIN DRAINED
SHALLOW PIT
EXCAVATED UNDER
SKIMMER
4" SCH 40
PVC PIPE
FIGURE 1: SKIMMER
FIGURE 2: SKIMMER BASIN
NYLON ROPE TIED TO SKIMMER &
STAKED/TETHERED INTO DAM WITH
REBAR OR METHOD OF SUFFICIENTLY
SECURING THE ROPE.
12" THICK CLASS
B RIP RAP PAD
CONSTRUCTION STANDARDS:
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE
OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND
MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER
THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS
BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING
A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER
THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE
AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE
LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER
SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING
AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999, J.W. FAIRCLOTH & SON.).
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER
END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED.
STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS
AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
MAINTENANCE:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE
THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF
THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINES SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
RIP RAP - GENERAL (SEE ADDITIONAL DETAILS/SPECS FOR "OUTLET PROTECTION)
CONSTRUCTION STANDARDS:
SUBGRADE PREPARATION--PREPARE THE SUBGRADE FOR RIPRAP AND FILTER TO THE REQUIRED LINES AND GRADES SHOWN ON THE
PLANS. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY APPROXIMATING THAT OF THE SURROUNDING UNDISTURBED
MATERIAL OR OVERFILL DEPRESSIONS WITH RIPRAP. REMOVE BRUSH, TREES, STUMPS, AND OTHER OBJECTIONABLE MATERIAL. CUT THE
SUBGRADE SUFFICIENTLY DEEP THAT THE FINISHED GRADE OF THE RIPRAP WILL BE AT THE ELEVATION OF THE SURROUNDING AREA.
CHANNELS SHOULD BE EXCAVATED SUFFICIENTLY TO ALLOW PLACEMENT OF THE RIPRAP IN A MANNER SUCH THAT THE FINISHED INSIDE
DIMENSIONS AND GRADE OF THE RIPRAP MEET DESIGN SPECIFICATIONS.SAND AND GRAVEL FILTER BLANKET--PLACE THE FILTER BLANKET
IMMEDIATELY AFTER THE GROUND FOUNDATION IS PREPARED. FOR GRAVEL, SPREAD FILTER STONE IN A UNIFORM LAYER TO THE
SPECIFIED DEPTH. WHERE MORE THAN ONE LAYER OF FILTER MATERIAL IS USED, SPREAD THE LAYERS WITH MINIMAL MIXING.SYNTHETIC
FILTER FABRIC --PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT LEAST 12 INCHES,
AND SPACE ANCHOR PINS EVERY 3 FT ALONG THE OVERLAP. BURY THE UPSTREAM END OF THE CLOTH A MINIMUM OF 12 INCHES BELOW
GROUND AND WHERE NECESSARY, BURY THE LOWER END OF THE CLOTH OR OVER LAP WITH THE NEXT SECTION AS REQUIRED. SEE
FIGURE 6.14A PAGE 6.14.6. TAKE CARE NOT TO DAMAGE THE CLOTH WHEN PLACING RIPRAP. IF DAMAGE OCCURS REMOVE THE RIPRAP,
AND REPAIR THE SHEET BY ADDING ANOTHER LAYER OF FILTER MATERIAL WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE
DAMAGED AREA. IF EXTENSIVE DAMAGE IS SUSPECTED, REMOVE AND REPLACE THE ENTIRE SHEET.WHERE LARGE STONES ARE USED OR
MACHINE PLACEMENT IS DIFFICULT, A 4-INCH LAYER OF FINE GRAVEL OR SAND MAY BE NEEDED TO PROTECT THE FILTER CLOTH.STONE
PLACEMENT--PLACEMENT OF RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER. PLACE RIPRAP SO THAT
IT FORMS A DENSE, WELL-GRADED MASS OF STONE WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF STONES THROUGHOUT
THE MASS MAY BE OBTAINED BY SELECTIVE LOADING AT THE QUARRY, AND CONTROLLED DUMPING DURING FINAL PLACEMENT. PLACE
RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT
CAUSE SEGREGATION OF STONE SIZES. TAKE CARE NOT TO DISLODGE THE UNDERLYING BASE OR FILTER WHEN PLACING THE STONES.THE
TOE OF THE RIPRAP SLOPE SHOULD BE KEYED TO A STABLE FOUNDATION AT ITS BASE AS SHOWN IN FIGURE 6.15B. THE TOE SHOULD BE
EXCAVATED TO A DEPTH ABOUT 1.5 TIMES THE DESIGN THICKNESS OF THE RIPRAP, AND SHOULD EXTEND HORIZONTALLY FROM THE
SLOPE.THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE HAND PLACING MAY BE NECESSARY
TO ACHIEVE THE PROPER DISTRIBUTION OF STONE SIZES TO PRODUCE A RELATIVELY SMOOTH, UNIFORM SURFACE. THE FINISHED
GRADE OF THE RIPRAP SHOULD BLEND WITH THE SURROUNDING AREA. NO OVERFALL OR PROTRUSION OF RIPRAP SHOULD BE APPARENT.
MAINTENANCE:
IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLEDIT REQUIRES VERY LITTLE MAINTENANCE.
RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE
NEEDED IN SOME LOCATIONS. WHEN FILLED w/ SEDIMENT, REPLACE OR CLEAN EXISTING AND SUPPLEMENT AS NEEDED TO PROVIDE SIZE,
DEPTH AND QUALITY AS SPECIFIED FOR THE ORIGINAL DEVICE.
POROUS BAFFLES DETAIL
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS
FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST CELL, WHICH SHOULD BE READILY ACCESSIBLE FOR
MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE 5 BAFFLES FOR DRAINAGE AREAS
GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH MEASURABLE RAINFALL EVENT.
CONSTRUCTION SPECIFICATIONS:
1.GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2.INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF THE BASINS.
3.INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE).
4.STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE
FABRIC SHOULD BE A MINIMUM OF 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE
A MINIMUM OF 2 INCHES LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT.
5.INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20
FEET IN LENGTH MAY USE 2 BAFFLES.
6.ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY
ELEVATION WITH PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE TEMPORARY SEDIMENT BASIN WILL
BE CONVERTED TO A PERMANENT STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED
ON THE POOL DEPTH DURING USE AS A TEMPORARY SEDIMENT BASIN.
7.EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL T-POSTS TO ANCHOR
BAFFLE TO SIDE OF BASIN AND SECURE TO VERTICAL END POSTS AS SHOWN IN FIGURE 6.65B.
8.DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY
ELEVATION. SECURE THE COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE FASTENERS. ANCHOR THE
MATTING TO THE SIDES AND FLOOR OF THE BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FT APART, ALONG
THE BOTTOM AND SIDE SLOPES OF THE BASIN.
9.DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN
10.ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS TO FIT INDIVIDUAL SITE CONDITIONS.
FENCE AND FABRIC
BURIED IN TRENCH
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTO BOTTOM
OR SIDE STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONEINLET ZONE
35% of
basin surface area
1st Cell
25% of basin
surface area
2nd Cell
25% of basin
surface area
15% of
basin surface area
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
6" WIDE TRENCH,
BACKFILLED AND
COMPACTED
2'
STEEL POST3'
MAINTENANCE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD
THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL,
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE
CARE TO AVOID DAMAGING THE BAFFLES DURING
CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT
OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
AND STABILIZE IT.
PLUNGE POOL DETAIL
PROVIDE PLUNGE POOL PER THE
DIMENSIONS ON THE PLANS. POOL
SHALL BE MIN 12" FROM FLOW LINE
AT END OF FLUME/PIPE TO TOP OF
STONE AND SHALL HAVE A LEVEL LIP
WITH SOD STRIP AROUND THE
OUTER PERIMETER OR AS OTHERWISE
SHOWN ON THE PLANS. PROVIDE
FILTER FABRIC BELOW ALL STONE
FLUME DISCHARGE
PIPE DISCHARGE
NOT TO SCALE
(SEE RIP RAP CONSTRUCTION STANDARDS
& MAINTENANCE NOTES)
RIP RAP OUTLETS
RIP-RAP
LENGTH EXISTING GRADE
FLARED END SECTION
SECTION
PLAN
3
1
1
3
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF
STONES HAVE BEEN DISLODGED. IMMEDIATLY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
RIP-RAP
CONSTRUCTION STANDARDS:
1.ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL
REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL
MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2.THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING
LIMITS SHOWN ON THE PLANS.
3.FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION.  
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE
OF FILTER CLOTH OVER THE DAMAGED ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF
1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4.RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING
THE FILTER.
5.THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER.
6.RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD,
ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED.
7.CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE
THE. TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING
AREA OR SLIGHTLY BELOW IT.
8.ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM
AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO
FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9.IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH
VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING AND 6.11, PERMANENT
SEEDING).
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND 
AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL 
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW 
THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE 
BEEN DISLODGED.  IMMEDIATELY MAKE ALL NEEDED 
REPAIRS TO PREVENT FURTHER DAMAGE.
NTS
INTAKE HOSE
PLAN VIEW
DISCHARGE HOSES
DEWATERING PUMPP
DISCHARGE HOSE
LEVEL, DRY GROUND
NOTE: ESTIMATED MINIMUM PUMP SIZE NEEDED FOR BASE
FLOW IS 2" PUMP. CONTRACTOR IS RESPONSIBLE FOR SIZING
PUMP AND MAINTAINING WORK "IN THE DRY".
SILT BAG
SKIMMER BASIN
SKIMMER BASIN DEWATERING
TO SPILLWAY
OUTLET PROTECTION
SILT BAG PROFILE VIEW 2-4"
CLEAN GRAVEL
SILT BAG MAINTENANCE
1.INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE.
2.REPLACE BAG WHEN 3/4 FULL OF SEDIMENT.
NOTE: REMOVE GRAVEL AND SEED WHEN PUMP AROUND OPERATION
IS COMPLETED.
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAC-2.6 EROSION CONTROL &GRADING DETAILS1.) LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE.
THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE
BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS
WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2.) CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3.) USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE
OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
CONSTRUCTION SPECIFICATIONS
16"
SEDIMENT2' MAX.
1' MIN.
DEWATERING
WIRE SCREEN
2:1 SLOPE, GRAVEL FILTER
CONCRETE BLOCK DEWATERING
TEMPORARY
SEDIMENT POOL
2:1 MAX.
2:
1
M
A
X
.
EXCAVATED WIDTH
SEE PLANS FOR
VALUE OF W
EXCAVATED INLET PROTECTION A
NOT TO SCALE
PLUNGE POOL DETAIL
PROVIDE PLUNGE POOL PER THE
DIMENSIONS ON THE PLANS. POOL
SHALL BE MIN 12" FROM FLOW LINE
AT END OF FLUME/PIPE TO TOP OF
STONE AND SHALL HAVE A LEVEL LIP
WITH SOD STRIP AROUND THE
OUTER PERIMETER OR AS OTHERWISE
SHOWN ON THE PLANS. PROVIDE
FILTER FABRIC BELOW ALL STONE
FLUME DISCHARGE
PIPE DISCHARGE
CONSTRUCTION STANDARDS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER TEH GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN
EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLIGH FINAL GRADING
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.  
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1
2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE
MESH DUING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
CONSTRUCTION STANDARDS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW
POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR
LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1
2 - INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3
4 TO 1
2 - INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON
A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
4. IF ONLY STONE AND GRAVEL ARE USED, KEEP THE SLOPE TOWARD THE INLET NO STEEPER THAN 3:1.
LEAVE A MINIMUM 1-FOOT WIDE LEVEL STONE AREA BETWEEN THE STRUCTURE AND AROUND THE
INLET TO PREVENT GRAVEL FROM ENTERING INLET. ON THE SLOPE TOWARD THE INLET, USE STONE 3
INCHES IN DIAMETER OR LARGER. ON THE SLOPE AWAY FROM THE INLET USE 1
2 - 3
4 - INCH GRAVEL
(NCDOT #57 WASHED) AT A MINIMUM THICKNESS OF 1 FOOT.
MAINTENANCE:
INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1
2 INCH OR GREATER) RAINFALL
AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
HORSESHOE PIPE INLET PROTECTION:
CONSTRUCTION STANDARDS:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF
SPOIL.
2. INSTALL CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE
EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A
MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO
1 FOOT LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE
OUTSIDE SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE
STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION
AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE
WITH GROUND COVER.
MAINTENANCE:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1
2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE.
ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND STABILIZATION.
TEMPORARY CHECK DAMS:
CONSTRUCTION STANDARDS:
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL
BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK (FIGURE 6.83B) TO KEEP WATER FROM CUTTING AROUND THE
ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1
2 INCH OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN
NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL
MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE
6.31, RIPRAP-LINE AND PAVED CHANNELS). REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE
FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION.
BLOCK AND GRAVEL DROP INLET PROTECTION
HARDWARE CLOTH AND GRAVEL INLET PROTECTIONEXCAVATED INLET PROTECTION B
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAC-2.7 EROSION CONTROL DETAILSNCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1
SIDE SLOPE
(TYP.)
10 MIL
PLASTIC
LINING
3'-0"MIN.& X'MAX.SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"6"
2'
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM1:1 SIDE SLOPE
(TYP.)
10 MIL
PLASTIC LINING
B
B
3'-0"MIN.& X'MAX.A
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT
CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
SILT FENCE
10'MIN10'
MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NOTES:
1. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO
ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A
GRADING PERMIT.
2. WARNING SIGNS IN BOTH ENGLISH AND SPANISH SHALL
BE PLACED IN TREE PROTECTION AREAS @ 50'. THE SIGNS
SHOULD READ, "TREE PROTECTION AREA/NO
TRESPASSING" AND "ZONA PROTECTORA PARA LOS
ARBOLES/ PROHIBIDO ENTRA".
3. WARNING SIGNS TO BE MADE OF DURABLE,
WEATHERPROOF MATERIAL.
4. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND
SPACED AS DETAILED.
5. PLACE A SIGN AT EACH END OF LINEAR TREE
PROTECTION AND 50' ON CENTER THEREAFTER.
6. FOR TREE PROTECTION AREAS LESS THAN 200' IN
PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER
PROTECTION AREA.
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION FENCE THROUGHOUT
DURATION OF PROJECT
9. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF
RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL
FIELD CONDITIONS.
5' MIN
12' MAX 3' MINPLASTIC OR WIRE TIES
STEEL POSTS
2' MINORANGE UV RESISTANT HIGH-TENSILE
STRENGTH POLY BARRICADE FABRIC
CONSTRUCTION SPECS:
1. ERECT TPZ FENCES. RESTRICT ACCESS TO TPZs, WITH TALL, BRIGHT, PROTECTIVE FENCING. MOST FENCING IS INEXPENSIVE AND DURABLE ENOUGH TO LAST THROUGHOUT MOST CONSTRUCTION
PROJECTS. TEMPORARY TREE PROTECTION FENCING SHOULD BE ERECTED BEFORE CLEARING, DELIVERIES AND OTHER CONSTRUCTION ACTIVITIES BEGIN ON THE SITE.
2. PROHIBIT OR RESTRICT ACCESS TO TPZs. ALL ON-SITE WORKERS SHOULD BE AWARE OF THE TPZs AND THE RESTRICTIONS ON ACTIVITIES WITHIN THE ZONES. USE THESE TPZ GUIDELINES FOR THE BEST
EFFECT:
·POST "KEEP OUT" SIGNS ON ALL SIDES OF FENCING. DO NOT STORE CONSTRUCTION EQUIPMENT OR MATERIALS IN TPZs.
·PROHIBIT CONSTRUCTION ACTIVITIES NEAR THE MOST VALUABLE TRESS, AND RESTRICT ACTIVITIES AROUND OTHERS.
·ASSESS CREW AND CONTRACTOR PENALTIES, IF NECESSARY, TO KEEP THE TPZs INTACT.
3. MONITOR TREES. VIGILANCE IS REQUIRED TO PROTECT TREES ON CONSTRUCTION SITES. USE A TREE PROFESSIONAL OR TRAIN YOUR STAFF TO MONITOR TREE HEALTH DURING AND AFTER
CONSTRUCTION ON A REGULAR, FREQUENT BASIS. WATCH FOR SIGNS OF TREE STRESS, SUCH AS DIEBACK, LEAF LOSS, OR GENERAL DECLINE IN TREE HEALTH OR APPEARANCE.
4. MONITOR TPZ FENCES. ASSIGN A CREWMEMBER THE WEEKLY RESPONSIBILITY OF CHECKING THE INTEGRITY OF TPZ FENCES. REPAIR AND REPLACE TPZ FENCING AS NEEDED.
5. OPTIMIZE TREE HEALTH. ASSIGN A TRAINED CREWMEMBER OR HIRE A PROFESSIONAL TO COMPLETE REGULAR TREE MAINTENANCE TASKS, INCLUDING WATERING, FERTILIZATION, AND MULCHING TO
PROTECT TREE ROOTS. CONSULT A TREE PROFESSIONAL FOR ADVICE ON THESE PRACTICES IF NEEDED. SURVIVAL OF PROTECTED TREES WILL INCREASE IF THESE PRACTICES CONTINUE DURING
CONSTRUCTION. HEALTHY TREES REQUIRE UNDISTURBED HEALTHY SOILS. DO NOT CAUSE INJURIES TO TREES AND ROOTS. DO NOT CHANGE THE SOIL, GRADE, DRAINAGE, OR AERATION WITHOUT
PROTECTING PRIORITY TREES.
MAINTENANCE:
CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION. TAKE THESE STEPS AFTER ALL MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FROM THE SITE:
·REMOVE TREE PROTECTION ZONE FENCES.
·PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM
IMMEDIATELY.
·REPAIR ROOTS BY CUTTING OFF THE DAMAGES AREAS AND PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
·REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE THE DAMAGED AREA AS SHOWN IN FIGURE 6.05D, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
·CUT OFF ALL DAMAGES TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS AS SHOWN IN FIGURE 6.05D TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
·CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR INSECT-INFESTED TREES. REDUCE TREE STRESS CAUSED BY UNINTENDED CONSTRUCTION DAMAGE BY
OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE. CONSULT YOUR TREE EXPERT IS NEEDED.
·INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION, WHY THOSE MEASURES WERE TAKEN, AND HOW THE EFFORT CAN BE CONTINUED.

TREE PROTECTION FENCE
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAC-2.8 SITE & DRAINAGE DETAILSGUY TYING DETAIL
(NOT TO SCALE)
GUY SPACING DETAIL
(NOT TO SCALE)
SECTION OF RUBBER HOSE
OR MANUFACTURED TIES
BETWEEN WIRES AND TREE
BARK
STAKING DIAGRAM
FOR TREES 6' TO 10' LARGER
(NOT TO SCALE)
TREE GUYING DIAGRAM
FOR TREES 10' OR LARGER
(NOT TO SCALE)
120°
120°
120°18" - 24" *4' - 6' *PLAN
RUBBER HOSE 14
GAUGE WIRE
STAKES
1-3/4' X 1-3/4'
2' MINIMUM BURLAP OR APPROVED
TREE WRAPPINGMULCH (3")
MULCH (2")
1-3/4" X 1-3/4"
STAKE 18" - 24"
LONG
STAKES 4"-6"
ABOVE GRADE
14 GAUGE STEEL WIRE
STRANDS TWISTED
AROUND UNTIL TAUT
SECTION OF RUBBER
HOSE OR
MANUFACTURED TIES
BETWEEN WIRES AND
TREE BARK
TREE PLANTING AND STAKING
STAKING - TREES WILL BECOME STRONGER FASTER WHEN THE TOP
2/3 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELY WITH
WIDE STRIPS OF RUBBER OR CLOTH ABOUT 1/3 UP THE TRUNK AND
TIE TO THREE STAKES POSITIONED EVENLY AROUND THE TRUNK.
STAKES SHOULD BE DRIVEN DEEPLY INTO THE GROUND TO PREVENT
DISLODGING. CHECK AT LEAST EVERY THREE MONTHS FOR BINDING
OR OTHER PROBLEMS. STAKES AND TIES SHOULD BE REMOVED SIX
MONTHS TO ONE YEAR AFTER PLANTING.
WRAPPING - WRAP ONLY THIN BARKED TREES IF THEY HAVE BEEN
REMOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TO
DIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGIN AT
THE BOTTOM AND WORK UP. WRAPPING MATERIAL SHOULD NOT
TRAP OR HOLD WATER.
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT
THIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING
PURPOSES.
PLANTING - ALL SYNTHETIC MATERIALS SHALL BE CLEARED FROM
THE ROOTS, TRUNK AND CROWN OF THE PLANT. THE ROOT BALL
MEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A
SOILESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THE
PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLE
THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT
IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE EXISTING
GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER
THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT
THIS POINT EXCEPT TO AMEND THE PH.
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANTS
SHOULD BE WATERED AS BACKFILLING IS BEING DONE SO THAT THE
SOIL AND ROOTS ARE THOROUGHLY SOAKED.
3' SAUCER
SCARIFY SIDES AND BOTTOM OF HOLE
BACKFILL SOIL
SOIL SURFACE
NOTES
REMOVE BURLAP FROM TOP OF
ROOT BALL BEFORE
BACKFILLING AROUND BALL IS
COMPLETED
ALL TREES WHICH ARE SMOOTH
BARKED AT THE TIME OF
PLANTING AND HAVE MORE
THAN 2' OF CLEAR TRUNK SHALL
BE WRAPPED
ALL TREE WRAPPING SHALL
EXTEND FROM THE TOP OF THE
BACKFILL TO THE LOWERMOST
TREE BRANCHES
BARE ROOT,
CONTAINER OR BALL
SIZE
X Y
8"4"5" TO 30"
30" OR GREATER 12"6"
SCHEDULE FOR PLANT HOLE SIZE
3" - 6" MULCH
DOUBLE STRAND 12 GAUGE WIRE:
LEAVE SLACK CLOTH OR RUBBER TIE
STAKES
X
Y
TREE PLANTING AND STAKING DETAIL
NTS
SCHEDULE FOR PLANT HOLE SIZE
6"12"30" OR GREATER
5" TO 30"4"8"
YXBARE ROOT, CONTAINER
OR BALL SIZE
X
Y
LOOSEN SOIL ON SIDES AND BOTTOM
OF PLANTING HOLE
BACKFILL SOIL AS IN NOTES
EXISTING SOIL LEVEL
3" SAUCER
3" MULCH
SHRUB PLANTING NOTES
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME.
ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES.
PLANTING - ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THE ROOTS,
TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD BE SHAKEN
GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE. LOOSEN AND SPREAD
THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH
ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT IT
WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE THE EXISTING GRADE.
BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER THE SOIL TO PREVENT
AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIME EXCEPT TO ADJUST THE PH.
STAKING - STAKE ONLY LARGER PLANTS THAT WILL CATCH THE WIND.
EVERGREENS MAY NEED ATTENTION WHERE DECIDUOUS PLANTS DO NOT.
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIAL
SHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTS
ARE THOROUGHLY SOAKED.
SHRUB PLANTING DETAIL
1/8" TO 1/4"
1/2"
4"
JOINT SEALER
1/8"R. (TYP.)
JOINT FILLER
SURFACE OF CONC
NOTES:
·A GROOVE JOINT 1" DEEP W/ 1/8" RADIUS SHALL BE REQUIRED
IN THE CONC. SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS. A
1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
·FINISHED SURFACE OF SIDEWALK TO BE BROOM FINISHED,
PERPENDICULAR TO TRAFFIC FLOW.
·MAX CROSS SLOPE OF SIDEWALK IS 2% UNLESS OTHERWISE
DIRECTED AND APPROVED BY ENGINEER.
4" GRAVEL OR
COMPACTED SUBGRADE
CONCRETE SIDEWALK SECTION
NOT TO SCALE
4-
1
/
2
"
6"
6'-0"
9"1/4"
1/4"
6"5"2-1"∅
H
O
L
E
S5"2"3"2"
9"
2-#3 REBARS
SECTION
#6 @ 2'-6" LONG
SEAL HOLE W/
MORTAR
3/4" DIA. HOLE AND 5/8" DIA.
DRIFT PIN
CONCRETE CAST AROUND TWO 1/2" REINFORCING BARS WITH SMOOTH FACE.
BARS TO EXTEND INTO PAVEMENT OR PARKING SURFACE A MIN. OF 6".
*RECYCLED PLASTIC MAY BE USED IN LIEU OF CONCRETE FOR WHEELSTOPS.
6.0'
9"
6"
6"
9"
PRECAST CONCRETE WHEEL STOP
NOT TO SCALE
PRECAST CONCRETE WHEELSTOP
NOT TO SCALE
FIRST ISSUED6-20-19CEABYDATEREVISIONS132456GAP - PHASE III EXPANSIONGRANVILLE COUNTY4615 BELLTOWN ROAD, OXFORD, NC 27565CONSTRUCTION DRAWINGSC3 PROJECT #:
17-033
REVIEW PROJECT #:
SHEET #:
XX-XXX NC Firm License #: P-1764P.O.Box 361Creedmoor, NC 27522-0361919.625.7368ADDENDUM #1 - USTA & PRE-BID MTG CLARIFICATIONS7-17-19CEAADDENDUM #2 - DWG UPDATES & CONTRACTOR CLARIF.8-16-19CEAADDENDUM #3 - DWG UPDATES & CONTRACTOR CLARIF.8-28-19CEAC-2.9 SITE & DRAINAGE DETAILS3'
4'
ROUND CAP W/ CONCRETE
6" DIAMETER STEEL PIPE - 7' LONG
FILL WITH CONCRETE
PAINT PIPE YELLOW
SET IN ONE CU. YD.
OF CONCRETE (3'x3'x3')
PAVEMENT
BOLLARD/BUMPER POST DETAIL
NOT TO SCALE
ACCESSIBLE PARKING MARKING
NOT TO SCALE
20"20"12"SIDEWALK12'-0" TO5"10"5" 1. SYMBOL TO BE PAINTED (HIGHWAY GRADE)
YELLOW PER ACCESSIBILITY STANDARDS. 2
COATS.
5"18"6"5"
5"
BOTTOM
76"MAXIMUM
$250
PENALTY
G.S. 20-37.6
PARKING
RESERVED
WHITE BACKGROUND
ACCESSIBLE
VAN
R7-8E12"
MAXIMUM
$250
PENALTY
G.S. 20-37.6
PARKING
RESERVED
26"ARROW IS GREEN
WHITE BACKGROUND
3/8"
3/8"
CORNER RADIUS
1 1/2" (TYPICAL)
VAN
ACCESSIBLE
LETTERS, BORDER AND
NUMBERS ARE GREEN
ALL TEXT & LINES
ARE GREEN
WHITE SYMBOL ON
BLUE FIELD
OF SIGN
ACCESSIBLE PARKING SIGN
NTS
SEPTIC TANK TO HAVE
BAFFLE OPTION. PUMP TANK
SHALL BE FREE OF BAFFLES
OUTLET FOR PUMP TANK PER
DETAIL, THERE WILL BE NO PVC
CONFIGURATION AS SHOWN
1,000 GALLON PUMP TANK DETAIL
NOT TO SCALE
ZOELLER BN153, 1
2 HP EFFLUENT
PUMP OR APPROVED EQUAL
1,000 TOP SEAM SEPTIC TANK DETAIL
NOT TO SCALE (APPROVED EQUALS ACCEPTABLE)
3
3
3
3
C:\Users\cea16\Desktop\TO HOME\GAP 9-2\9-2\CIVIL\Current Drawings\17-033_D.dwg, 9/3/2019 5:47:46 AM, cea16, DWG To PDF.pc3, 1:1
FLOOR PLANSCALE: 1/8"=1'-0"REFLECTED CEILING PLANSCALE: 1/8"=1'-0"DOOR FRAME DETAILSSCALE: 3"=1'-0"DOOR THRESHOLD DETAILSCALE: 3"=1'-0"
ROOF PLANSCALE: 1/8"=1'-0"WEST ELEVATIONSCALE: 1/8"=1'-0"NORTH ELEVATIONSCALE: 1/8"=1'-0"EAST ELEVATIONSCALE: 1/8"=1'-0"SOUTH ELEVATIONSCALE: 1/8"=1'-0"
0'-0"FINISHED FLOOR9'-4" A.F.F.TOP OF MASONRY3'-4"TOP OF SILL BLOCK7'-4" A.F.F.TOP OF HM FRAMES0'-0"FINISHED FLOOR9'-4" A.F.F.TOP OF MASRONRY3'-4"TOP OF SILL BLOCK0'-0"FINISHED FLOOR9'-4" A.F.F.TOP OF MASONRY3'-4"TOP OF COLUMN BASE7'-4" A.F.F.TOP OF HM FRAMESSECTION THRU BATH HOUSESCALE: 1/4"=1'-0"LONG BUILDING SECTIONSCALE: 1/4"=1'-0"SECTION THRU PICNIC SHELTERSCALE: 1/4"=1'-0"
0'-0"FINISHED FLOOR9'-4" A.F.F.TOP OF MASONRY3'-4"TOP OF SILL BLOCK9'-4" A.F.F.TOP OF MASRONRY9'-4" A.F.F.TOP OF MASONRY9'-4" A.F.F.TOP OF MASONRYSECTION THRU HEADER BETWEEN CMU WALLSSCALE: 1"=1'-0"SECTION THRU HEADERS @ PICNIC SHELTERSCALE: 1"=1'-0"TYPICAL EXTERIOR WALL SECTIONSCALE: 1"=1'-0"SECTION THRU HEADER BETWEEN CENTER COLUMNSSCALE: 1"=1'-0"TYPICAL INTERIOR WALL SECTIONSCALE: 1"=1'-0"
MENWOMENUNISEX100100100TOILET ROOM ACCESSORY ELEVATIONSSCALE: 3/8"=1'-0"HI-LO EWC ELEVATIONSSCALE: 3/8"=1'-0"HC LAVATORY MOUNTING DETAILSCALE: 1 1/2"=1'-0"GRAB BAR MOUNTING DETAILSCALE: 3"=1'-0"HC SIGN MOUNTING DETAILSCALE: 3/8"=1'-0"ENLARGED MEN'S & WOMEN'S TOILET ROOM PLANSCALE: 3/8"=1'-0"ENLARGED FAMILY TOILET ROOM PLANSCALE: 3/8"=1'-0"
1. GENERAL 1.01. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH AND MEETS THE DESIGN CRITERIA OF THE FOLLOWING CODES: 2018 NORTH CAROLINA BUILDING CODE ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS NDS-2015, NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1.02. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 1.03. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL DETERMINE THE SCOPE OF THE STRUCTURAL WORK FROM THE CONTRACT DOCUMENTS TAKEN AS A WHOLE. THE STRUCTURAL DRAWINGS SHALL NOT BE CONSIDERED SEPARATELY FOR PURPOSES OF BIDDING THE STRUCTURAL WORK. DUE CONSIDERATION SHALL BE GIVEN TO OTHER STRUCTURAL WORK OR WORK RELATED TO THE STRUCTURE, INCLUDING NECESSARY COORDINATION DESCRIBED OR IMPLIED BY THE ARCHITECTURAL AND MECHANICAL DRAWINGS. 1.04. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL REFERENCE ONLY. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED BY DIRECT SCALING OF THE DRAWINGS. 1.05. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL RESULTING REVISIONS TO THE STRUCTURAL SYSTEM OR OTHER TRADES AS A RESULT OF ACCEPTANCE OF CONTRACTOR PROPOSED ALTERNATIVES OR SUBSTITUTIONS. 1.06. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN INDICATED. OPENINGS LESS THAN 12 INCHES IN DIMENSION ARE GENERALLY NOT SHOWN. THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO COLLINS STRUCTURAL CONSULTING, PLLC. FOR REVIEW. 1.08. GENERAL CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS AS SHOWN ON THE DRAWINGS AND FROM EQUIPMENT SUPPLIERS/INSTALLERS PRIOR TO CONSTRUCTION. WHEN DISCREPANCIES OR QUESTIONS ARISE, COLLINS STRUCTURAL CONSULTING, PLLC. SHALL BE NOTIFIED. 1.09. ELEVATIONS (XXX'-X") SHOWN ON PLANS ARE TO TOP OF FINISHED FLOOR, UNLESS OTHERWISE NOTED. 2. DESIGN LOADS 2.01. DESIGN GRAVITY LOADS ARE AS FOLLOWS: SUPERIMPOSED AREA DEAD LOAD (included but not limited to the following): MECHANICAL AND CEILING. . . . . . . . . . . . . . . . . . . . . 4 PSF WOOD TRUSSES. . . . . . . . . . . . . . . . . . . . . . . . . . 3 PSF WOOD SHEATHING AND METAL ROOF . . . . . . . . . . . . . . . . . 3 PSF FINISHES. . . . . . . . . . . . . . . . . . . . . . . . . .AS REQUIRED SPRINKLER SYSTEMS . . . . . . . . . . . . . . . . . . . . .AS REQUIRED (fire sprinkler piping supported by the structural system is to be distributed so that the weight of the water-filled pipe divided by tributary area of the supporting member does not exceed 5 pounds per square foot, and the loading imparted to any one structural member does not exceed 50 pounds per linear foot. each structural support of the piping shall be designed to support a load equal to the weight of the water-filled pipe plus 250 pounds). MECHANICAL AND PIPING LOADS . . . . . . . . . . . . .AS NOTED ON PLANS AREA LIVE LOADS ROOF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF ASSEMBLY AREAS. . . . . . . . . . . . . . . . . . . . . . . . 100 PSF CONCENTRATED LIVE LOADS LOBBY AND ASSEMBLY AREAS. . . . . . . . . . . . . . . . . . . 2000 LBS 2.02. ROOF SNOW LOAD GROUND SNOW LOAD. . . . . . . . . . . . . . . . . . . . . . . 15.0 PSF FLAT-ROOF SNOW LOAD (Pf). . . . . . . . . . . . . . . . . . . 12.6 PSF SNOW EXPOSURE FACTOR (Ce) . . . . . . . . . . . . . . . . . . . . .1.0 SNOW LOAD IMPORTANCE FACTOR (Is). . . . . . . . . . . . . . . . . .1.0 THERMAL FACTOR (Ct) . . . . . . . . . . . . . . . . . . . . . . . .1.2 2.03. WIND LOAD ULTIMATE WIND SPEED . . . . . . . . . . . . . . . . . . . . . .115 MPH WIND IMPORTANCE FACTOR (I). . . . . . . . . . . . . . . . . . . . .1.0 BUILDING CATEGORY . . . . . . . . . . . . . . . . . . . . . . ENCLOSED WIND EXPOSURE CATEGORY. . . . . . . . . . . . . . . . . . . . . . . .C INTERNAL PRESSURE COEFFICIENT . . . . . . . . . . . . . . .+0.18/-0.18 COMPONENTS AND CLADDING WIND LOAD . . . . . . . . . . . . . .PER TABLE 2.04. SEISMIC DESIGN DATA SEISMIC RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . II SEISMIC IMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . . . 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION (Ss). . . . . . . . . . .0.140 G MAPPED SPECTRAL RESPONSE ACCELERATION (S1). . . . . . . . . . .0.070 G SITE CLASS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .D SPECTRAL RESPONSE COEFFICIENT (Sds) . . . . . . . . . . . . . .0.149 G SPECTRAL RESPONSE COEFFICIENT (Sd1) . . . . . . . . . . . . . .0.112 G SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . .B BASIC SEISMIC-FORCE RESISTING SYSTEM . . . . . . . . . . . . . . . .. . . . . . . . . . . . ORDINARY REINFORCED MASONRY SHEAR WALLS DESIGN BASE SHEAR . . . . . . . . . . . . . . . . . . . . . . 1.2 KIPS SEISMIC RESPONSE COEFFICIENT (Cs) . . . . . . . . . . . . . . . 0.05 G RESPONSE MODIFICATION FACTOR (R). . . . . . . . . . . . . . . . . . 3 ANALYSIS PROCEDURE. . . . . . . . . EQUIVALENT LATERAL FORCE PROCEDURE 2.05. STRUCTURAL MEMBERS HAVE BEEN LOCATED AND DESIGNED TO ACCOMMODATE THE PROJECT EQUIPMENT AND OPENINGS SPECIFIED BY THE PROJECT CONSULTANT. ANY SUBSTITUTIONS RESULTING IN REVISIONS TO THE STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH COLLINS STRUCTURAL CONSULTING, PLLC. 2.06. LIVE LOADS ARE REDUCED FOR ELEMENTS BASED ON THE K(LL) FACTORS, IN COMPLIANCE WITH CHAPTER 16 OF THE BUILDING CODE. 3. MATERIAL STRENGTHS 3.01. CONCRETE (f'c @ 28 DAYS) ALL CONCRETE U.N. . . . . . . . . . . . . . . . . . . . . . .4,000 PSI 3.02. REINFORCING STEEL (Fy) REBAR (ASTM A615) . . . . . . . . . . . . . . . . . . . . . 60,000 PSI PLAIN STEEL WELDED WIRE REINFORCING (ASTM 185). . . . . . . 65,000 PSI DEFORMED STEEL WELDED WIRE REINFORCING (ASTM A497). . . . . 65,000 PSI 3.03. STRUCTURAL STEEL (Fy) CHANNELS, ANGLES, PLATES & OTHER SHAPES (ASTM A36). . . . . 36,000 PSI SQUARE & RECTANGULAR HSS (A500 GRADE B) . . . . . . . . . . 46,000 PSI ROUND HSS (A500 GRADE B). . . . . . . . . . . . . . . . . . 42,000 PSI ALL BOLTS U.N.. . . . . . . . . . . . . . . . . . . . . . . . .A-325-N ANCHOR RODS (ASTM F1554). . . . . . . . . . . . . . . . . . . GRADE 36 WELDING ELECTRODES. . . . . . . . . . . . . . . . . . . . . . . .E70XX 3.MATERIAL STRENGTH (CONT.)3.04. MASONRY (MINIMUM COMPRESSIVE STRENGTH PER UNIT STRENGTH METHOD) NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS (TYPE M OR S MORTAR). . . . . . . . . . . . . .1,900 PSI NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY (f'm) . . . . . . . . . . . . . . . . . . . . . . . .1,500 PSI NET AREA COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS (TYPE M OR S MORTAR). . . . . . . . . . . . . .8,250 PSI NET AREA COMPRESSIVE STRENGTH OF CLAY MASONRY (SW) (f'm). . . . . . . . . . . . . . . . . . . . . .3,000 PSI MORTAR TYPE "M" . . . . . . . . . . . . . . . . . . . . . . . . 2,500 PSI TYPE "S" . . . . . . . . . . . . . . . . . . . . . . . . 1,800 PSI TYPE "N" . . . . . . . . . . . . . . . . . . . . . . . . . 750 PSI GROUT (f'c) . . . . . . . . . . . . . . . . . . . . . . . . .3,000 PSI 3.05. WOOD FRAMING BEAMS, JOISTS AND STRINGERS S-P-F SOUTH -NO. 2 GRADE, 2"THICK, 2" AND WIDER Fb (SINGLE MEMBER USE) . . . . . . . . . . . . . . . . . .775 PSI Ft . . . . . . . . . . . . . . . . . . . . . . . . . . . .350 PSI Fv . . . . . . . . . . . . . . . . . . . . . . . . . . . .135 PSI Fc (PERP). . . . . . . . . . . . . . . . . . . . . . . . .335 PSI Fc . . . . . . . . . . . . . . . . . . . . . . . . . . .1,000 PSI E. . . . . . . . . . . . . . . . . . . . . . . . . .1,100,000 PSI LAMINATED VENEER LUMBER (LVL) 1.9E Fb . . . . . . . . . . . . . . . . . . . . . . . . . . .2,600 PSI Ft . . . . . . . . . . . . . . . . . . . . . . . . . . .1,555 PSI Fv . . . . . . . . . . . . . . . . . . . . . . . . . . . .285 PSI Fc (PERP) . . . . . . . . . . . . . . . . . . . . . . . .750 PSI Fc . . . . . . . . . . . . . . . . . . . . . . . . . . .2,510 PSI E. . . . . . . . . . . . . . . . . . . . . . . . . .1,900,000 PSI APPEARANCE GRADE. . . . . . . . . . . . . . . . . . . . .ARCHITECTURAL SHEATHING . . . . . . . . . . . . . . . . . . . . . .STRUCTURAL II EXT 3.06. SOIL/SUBGRADE PROPRETIES (CLAYEY SAND) ALLOWABLE SOIL BEARING PRESSURE . . . . . . . . . . . . . . . 2000 PSF SUBGRADE MODULUS (k). . . . . . . . . . . . . . . . . . . . . .100 PCI ULTIMATE FRICTION COEFFICIENT BETWEEN CONC FOUNDATION AND SOIL 0.25 UNIT WEIGHT OF SOIL . . . . . . . . . . . . . . . . . . . . . .115 PCF ACTIVE LATERAL EARTH PRESSURE, Ka . . . . . . . . . . . . . .50 PSF/FT PASSIVE LATERAL EARTH PRESSURE, Kp. . . . . . . . . . . . . 270 PSF/FT MINIMUM INTERAL ANGLE OF FRICTION . . . . . . . . . . . . . . . . 28° 4. SUBMITTALS 4.01. SUBMITTALS AND SHOP DRAWINGS SHALL BE SUBMITTED TO COLLINS STRUCTURAL CONSULTING, PLLC. FOR REVIEW PRIOR TO THE BEGINNING OF CONSTRUCTION. 4.02. COLLINS STRUCTURAL CONSULTING, PLLC. SHALL HAVE 15 DAYS AFTER THE DATE OF RECEIPT OF THE SUBMITTAL FOR REVIEWING AND COMMENTING ON ANY SUBMITTALS. 4.03. CONSTRUCTION ADMINISTRATION SERVICES ARE INCLUDED IN THE SCOPE OF SERVICES PROVIDED BY COLLINS STRUCTURAL CONSULTING, PLLC. THE FOLLOWING SUBMITTALS ARE RECOMMENED FOR THIS PROJECT: A. CAST-IN-PLACE CONCRETE: DESIGN MIX (FOR EACH PROPOSED CONCRETE MIXTURE) REINFORCEMENT SHOP DRAWINGS: LAYOUT, PIECES, AND BENDS FORMWORK, SHORING AND RESHORING SUBMITTAL: DESIGN, ERECTION AND REMOVAL ALL SUBMITTS COMPLY WITH ACI 301 B. STRUCTURAL STEEL: SHOP DRAWINGS: SHOWING ERECTION SHEET, DETAILS SHEET AND FABRICATION WELDING CERTIFICATIONS C. MASONRY UNITS ASSEMBLIES: PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED D. WOOD TRUSSES: SHOP DRAWINGS: SHOWING DETAILS SHEET AND LOADS 5. FOUNDATION AND SLAB ON GRADE 5.01. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON THE FOUNDATION SECTION OF THE BUILDING CODE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE FOUNDATION IS ASSUMED TO BE BEARING ON A SUBGRADE OF STIFF SOIL. THE SUBGRADE SHALL HAVE SOIL PROPERTIES LISTED IN THE MATERIAL STRENGTHS SECTIONS. 5.02. ELEVATIONS (XXX'-X") NOTED ON FOUNDATION PLANS ARE TO TOP OF SLAB. 5.03. COLUMN AND WALL FOOTINGS SHALL BEAR ON ORIGINAL, UNDISTURBED SOIL OR COMPACTED FILL AS DEFINED IN SOIL REPORT, BUT NOT HIGHER THAN THE MINIMUM DEPTH SHOWN ON DRAWINGS. 5.04. ALL FOOTING TOP REINFORCEMENT SHALL BE ADEQUATELY SUPPORTED BY STEEL SUPPORTS FROM GRADE BELOW. 5.05. CONTRACTOR TO KEEP EXCAVATIONS DRY AND PROTECTED FROM FROST AT ALL TIMES DURING THE FOUNDATION CONSTRUCTION. 5.06. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT OR ASSUMED VALUES SHALL BE REPORTED TO THE ARCHITECT, GEOTECHNICAL ENGINEER, AND COLLINS STRUCTURAL CONSULTING, PLLC., BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 5.07. THE FLOOR SUBGRADE SHALL BE PROPERLY COMPACTED AND PROOFROLLED AND SHALL BE FREE OF STANDING WATER, MUD, AND FROZEN SOIL. 5.08. SLABS ON GRADE SHALL HAVE CONSTRUCTION JOINTS OR CRACK CONTROL JOINTS AS SHOWN ON PLANS. ADDITIONAL CRACK CONTROL JOINTS SHALL BE PROVIDED, SUCH THAT NO AREA BOUNDED BY CONSTRUCTION AND/OR CRACK CONTROL JOINTS CONTAINS MORE THAN 450 SQUARE FEET OF SLAB AREA, THE SPACING OF THE JOINTS DOES NOT EXCEED 36 TIMES THE SLAB THICKNESS, AND THE RESULTING ASPECT RATIO OF THE DIMENSIONS OF SLAB AREA DOES NOT EXCEED 1.5 TO 1. CRACK CONTROL JOINTS SHALL BE MADE USING A "SOFT-CUT" CONCRETE SAW AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. THE CRACK CONTROL JOINTS SHALL BE CUT A MAXIMUM WIDTH OF 1/8 INCH AND A MINIMUM DEPTH OF 1/3 THE SLAB THICKNESS. REFER TO THE DRAWINGS FOR INFORMATION ON CONTROL JOINTS, CONSTRUCTION JOINTS, REINFORCEMENT DETAILS, AND JOINT SEALANT DETAILS.5.0.9. SLAB ON GRADE SHALL BE UNDERLAIN BY A MINIMUM OF 2 INCHES OF COMPACTED SAND. PRIOR TO PLACING THE SAND, THE FLOOR SUBGRADE SHALL BE PROPERLY COMPACTED AND PROOFROLLED AND SHALL BE FREE OF STANDING WATER, MUD, AND FROZEN SOIL. 7. STRUCTURAL STEEL 7.01. COLUMN CAP PLATES ARE 1/4" THICK UNLESS NOTED. SLOPE TO MATCH BEAM SLOPE. 7.02. PRIOR TO GROUTING, COLUMNS SHALL BE ERECTED AND ALIGNED AS TO PLUMBNESS AND ELEVATION BY MEANS OF STEEL SHIMS OR LEVELING NUTS UNDER THE BASE PLATES. SETTING PLATES SHALL ONLY BE USED AS TEMPLATES TO LOCATE ANCHOR BOLTS DURING CONCRETE PLACEMENT. 7.03. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL MISCELLANEOUS STEEL. 7.04. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE. 7.05. THE CONTRACTOR SHALL NOTIFY COLLINS STRUCTURAL CONSULTING, PLLC. OF ANY MISFABRICATED STRUCTURAL STEEL PRIOR TO ERECTION OF SAME. 7.06. PENETRATIONS SHALL NOT BE CUT IN STRUCTURAL STEEL MEMBERS UNLESS SO INDICATED IN THE DRAWINGS OR AS REVIEWED BY THE ENGINEER. 8. TIMBER FRAMING MEMBERS 8.01. DESIGN AND DETAILING OF GLUE-LAMINATED MEMBERS AND ROUGH SAWN TIMBER MEMBERS, CONNECTIONS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE NFPA "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION". 8.02. MEMBERS TO BE EXPOSED TO WEATHER OR HIGH HUMIDITY SHALL BE LAMINATED WITH APPROPRIATE MATERIALS USING APPROPRIATE PROCESSES. 8.03. PLYWOOD FOR ROOF SHALL BE 15/32" THICK AND SHALL CONFORM TO APA PS 1 RATED SHEATHING 32/16, EXTERIOR, 48" X 96". PLYWOOD SHALL BE TWO SPAN (MINIMUM) CONTINUOUS. FACE GRAIN SHALL BE PERPENDICULAR TO SUPPORTS WITH A STAGGERED LAY-UP. PROVIDE TWO PANEL EDGE CLIPS BETWEEN SUPPORTS. NAIL PLYWOOD TO SUPPORTING MEMBERS WITH 8D NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. MINIMUM MODULUS OF ELASTICITY SHALL BE 1800000 PSI. 10. WOOD TRUSSES 10.01. THE TRUSS ENGINEER SHALL DESIGN THE TRUSSES AND GIRDER TRUSSES FOR THE LOADS INDICATED On THE STRUCTURAL DRAWINGS. SPECIAL LOAD CONSIDERATIONS, SUCH AS MECHANICAL UNITS, OVERFRAMING, ETC. SHALL BE ACCOUNTED FOR IN THE DESIGN. TRUSS TYPES SHOWN ARE FOR GENERAL ORIENTATION ONLY. SOME TRUSS TYPES MAY OCCUR THAT ARE NOT SHOWN IN THESE DRAWINGS. THE TRUSS ENGINEER IS RESPONSIBLE FOR ENSURING THAT TRUSS SHAPES AND DIMENSIONS MATCH ARCHITECTURAL ROOF PLAN AND DETAILS. 10.02. THE TRUSS ENGINEER SHALL ACCEPT FULL RESPONSIBILITY FOR THE DESIGN. THE TRUSS ENGINEER SHALL PREPARE DESIGN CALCULATIONS AND DRAWINGS WHICH SHALL BE SEALED, SIGNED, AND DATED BY THE RESPONSIBLE STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 10.03. THE DESIGN SHALL INCLUDE INTERNAL CONNECTIONS AND CONNECTIONS BETWEEN TRUSSES AND OTHER STRUCTURAL MEMBERS AND ARCHITECTURAL SYSTEMS. TYPICAL DETAILS OF CONNECTIONS SHALL BE SHOWN. 10.04. THE MEMBER SIZE AND PROPERTIES FOR EACH MEMBER USED SHALL BE SHOWN, CLEARLY INDICATING WHERE EACH MEMBER IS BEING USED. 10.05. PARTICULAR ATTENTION SHALL BE GIVEN TO HEEL HEIGHTS AND TOP CHORD SLOPES TO ENSURE THAT THE FASCIA DETAILS ARE CONSISTENT, ALIGNED, AND IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. DETAILS HEREIN ARE BASED UPON THE USE OF 2X4 DIMENSIONAL LUMBER TOP AND BOTTOM CHORD MEMBERS. IF CHORD DEPTHS VARY FROM 2X4 DIMENSIONAL LUMBER TRUSS CONFIGURATION SHALL BE ADJUSTED AS REQUIRED. 10.06. COMPLETE ERECTION PLANS AND DETAILS SHALL BE SUBMITTED TO EACH TRADE FOR REVIEW. 10.07. THE TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ANY FIELD COORDINATION ISSUES WHICH MAY ARISE REGARDING THE TRUSSES, GIRDER TRUSSES, OPENINGS IN TRUSSES, AND CONNECTIONS OF TRUSSES. 10.08. REFER TO THE STRUCTURAL NOTES FOR WOOD FRAMING NOTES. 10.09. TRUSS ENGINEER SHALL VERIFY THAT DETAILS OF CONNECTIONS SHOWN ARE APPROPRIATE FOR THE TRUSS DESIGN. IF NOT, PROPOSED REVISIONS TO DETAILS SHALL BE SUBMITTED. 10.10. THE MAXIMUM SPACING OF THE TRUSSES SHALL BE 32 INCHES ON CENTER (VERIFY SPACING WITH PLANS AND DETAILS). THE SELECTED SPACING SHALL BE CORRDINATED WITH THE TRUSS ENGINEER, MECHANICAL ENGINEER, FABRICATOR, DECKING SUBCONTRACTOR, HVAC SUBCONTRACTOR, ELECTRICAL SUBCONTRACTOR, ERECTORS, DRYWALLER, AND ANY OTHER RELATED SUBCONTRACTORS. THE SPACING SHALL BE DENOTED IN SHOP DRAWINGS FOR EACH TRADE. 10.11. SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: ALLOWABLE LOADS IN LBS/EFFECTIVE NAIL OR LBS/SQUARE INCH FOR LUMBER AND PLATES USED AS ALLOWED BY ICBO AND CURRENT ICBO REPORT NUMBER AND BY SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL. STRESS REDUCTION FACTORS USED FOR PLATES. TOP AND BOTTOM CHORD DESIGN LOADS IN PLF. SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES. LUMBER SPECIES AND GRADES USED. STAMP AND SIGNATURE OF ENGINEER RESPONSIBLE FOR PREPARATION OF ALL TRUSS DESIGN AND LAYOUT DRAWING. NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR AND PROJECT NAME AND LOCATION. CALCULATIONS AND DOCUMENTATION OF CONCENTRATED LOAD REQUIREMENTS. TRUSS BLOCKING REQUIREMENTS. INSTALLING SECURING, BRACING, ETC. OF ALL TRUSSES. 10.12. METAL GUSSET PLATES: PLATE DESIGN AND MANUFACTURE SHALL BE AS APPROVED BY "THE RESEARCH COMMITTEE FOR THE ICBO". PLATES SHALL BE GALVANIZED OR OTHERWISE PROTECTED FROM CORROSION. MANUFACTURER'S NAME OR TRADEMARK SHALL BE VISIBLE ON PLATES. 10.13. FABRICATION FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO EXCEPT THAT THIS SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICBO REQUIREMENTS. TRUSSES SHALL BE FABRICATED FROM APPROVED SHOP DRAWINGS. TRUSSES SHALL BE FABRICATED IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE FULL CONTACT AT JOINTS. EACH CHORD SECTION SHALL EXTEND THROUGH TWO PANEL POINTS BEFORE BEING SPLICED. TRUSS FABRICATOR SHALL HAVE HIS PLANT INSPECTED FOUR TIMES PER YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF INSPECTIONS MADE AVAILABLE TO OWNER UPON REQUEST. 9. WOOD CONSTRUCTION CONNECTOR 9.01. ALL WOOD CONSTRUCTION CONNECTORS SHOWN SHALL BE SIMPSON STRONG-TIE CONNECTORS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. (OR APPROVED EQUIVALENT). BEFORE SUBSTITUTING ANOTHER BRAND, CONFORM LOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA OR CALCULATIONS AND SUBMIT TO COLLINS STRUCTURAL CONSULTING, PLLC FOR EVALUATION AND WRITTEN APPROVAL FOR SUBSTITUTION PRIOR TO INSTALLATION. 9.02. ALL SPECIFIED FASTENERS SHALL BE INSTALLED ACCORDING TO THE DETAILS AND THE MANUFACTURER'S INSTRUCTIONS. ALL HOLES IN CONNECTORS SHALL BE PROPERLY NAILED TO THE WOOD STRUCTURE. CONTACT COLLINS STRUCTURAL CONSULTING, PLLC FOR FASTENERS NOT SHOWN. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GA. X 3 1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (9GA. X 3 1/4") UNLESS OTHERWISE SPECIFIED. 9.03. BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAT THE BOLT DIAMETER (PER THE NDS, SECTION 12.1.3.2). 9.04. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. 9.05. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES; FOLLOW PROPER WELDING PROCEDURES AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH AWS STANDARDS. 9.06. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL GUNS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. GUNS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. 9.07. JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1/8" PER ASTM TEST STANDARDS. 9.08. FOR HOLDDOWNS, ANCHOR BOLT NUTS SHALL BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT. 9.09. UNLESS OTHERWISE NOTED, BOLTS AND NAILS SHALL NOT BE COMBINED. 8D, 10D, AND 16D SPECIFY COMMON NAILS. 9.10. BOLTS SHALL BE ASTM A307, GRADE A OR BETTER. 9.11. UNLESS OTHERWISE NOTED, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. 9.12. A FASTENER THAT SPLITS THE WOOD WILL NOT SUPPORT THE DESIGN LOAD. IF THE WOOD HAS A TENDENCY TO SPLIT, PRE-BORE HOLES TO NO MORE THAN 90% OF NAIL DIAMETER FOR WOOD WITH G>0.6, AND NO MORE THAN 75% OF NAIL DIAMETER FOR WOOD WITH G<0.6 (PER NDS 12.1.6.3). 6. MASONRY 6.01. LOAD BEARING MASONRY UNITS SHALL BE OF STRUCTURAL LIGHTWEIGHT CONCRETE CONFORMING TO ASTM C90 TYPE N-1 (MAINTAIN MOISTURE CONTROL DURING STORAGE AND ERECTION AT JOB SITE). 6.02. PROVIDE HORIZONTAL LADDER-TYPE WIRE REINFORCING AT 16" OC MAXIMUM. 6.03. WHERE CONCRETE FILLED BOND BEAMS INTERSECT AT CORNERS AT DIFFERENT ELEVATIONS, RUN EACH BOND BEAM AROUND CORNER FOR TWO BLOCK LENGTHS MINIMUM BEFORE TERMINATING. 6.04. WHERE CONCRETE FILLED BOND BEAMS INTERSECT PARALLEL AT DIFFERENT ELEVATIONS, LAP BOND BEAM FOUR BLOCK LENGTHS MINIMUM BEFORE TERMINATING. 6.05. PROVIDE CORNER AND INTERSECTION BARS IN ALL BOND BEAMS PER DETAIL. 6.06. CONTROL JOINTS SHALL BE PROVIDED IN MASONRY WALLS AT 25 FT MAXIMUM. SEE ARCHITECTURAL DOCUMENTS FOR LOCATION OF CONTROL JOINTS AND REFER TO DETAIL. 6.07. EXPANSION JOINTS SHALL BE FURNISHED AS SHOWN ON DETAIL. RE ARCHITECTURAL PLANS FOR LOCATION. 6.08. ALL REINFORCED MASONRY WORK SHALL CONFORM TO CURRENT EDITION OF NORTH CAROLINA BUILDING CODE. 6.09. PROVIDE #5 VERTICAL REINFORCING EACH SIDE OF ALL OPENINGS IN MASONRY WALLS. 6.10. PROVIDE #5 VERTICAL REINFORCING AT ALL WALL CORNERS, ENDS, AND INTERSECTIONS. (PLACE IN SECOND CELL FROM END WHERE STEEL LINTEL BEARS ON WALL END). 6.11. SPLICES IN HORIZONTAL AND VERTICAL REINFORCING SHALL BE LAPPED 44 BAR DIAMETERS OR A MINIMUM OF 24", WHICHEVER IS GREATER. 6.12. PROVIDE A BOND BEAM WITH 2-#5 CONTINUOUS BENEATH ALL SLAB OR BEAM BEARINGS IN MASONRY WALLS NOT GROUTED SOLID (ALL CELLS FILLED). 6.13. SLUMP OF GROUT SHALL BE IN THE RANGE OF 7 TO 11 INCHES AND SHALL BE RECONSOLIDATED BY THE MECHANICAL VIBRATION TO ELIMINATE VOIDS CREATED BY BLEED OFF OF THE WATER IN THE GROUT 1/2 HOUR FOLLOWING PLACEMENT. 6.14. VERTICAL GROUTING OF MASONRY WALL SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS (FLOOR TO FLOOR) PROVIDE CLEANOUTS AT THE BOTTOM OF ALL VERTICAL GROUT AREAS. HORIZONTAL GROUTING OF MASONRY WALLS SHALL BE A CONTINUOUS PROCEDURE BETWEEN CONTROL JOINTS AND/OR VERTICAL WOOD FRAMING. STRUCTURAL ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO GROUTING OF MASONRY WALLS. 6.15. WHERE THE END OF A WOOD STRUCTURAL MEMBER IS BUILT INTO AN EXTERIOR WALL, A 1/2 INCH AIR SPACE SHALL BE PROVIDED AT THE SIDES, TOP, AND END OF SUCH MEMBER.5/10/19c h e c k e d b y:p r o j e c t n o:i s s u e d a t e:d r a w n b y:structural revisions:THESE DRAWINGS ARE THE COPYRIGHT OF COLLINS STRUCTURAL, PLLC. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT DESCRIBED IN THE ADDRESS BAR. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. REPRODUCTION IS PROHIBITED. IF SIGNATURE ON COVER SHEET DOES NOT APPEAR, THIS IS NOT AN AUTHORIZED COPY.[phone]NCFirm PE No. P-0721P.O. Box 539Creedmoor, NC 27522S-1CVJSAC20182095/10/2019GAP PH IIIGRANVILLE COUNTY ATHLETIC PARKSTRUCTURAL NOTESISSUED FOR CONSTRUCTIONRevDate Description
@ AT AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AR ANCHOR ROD ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY OF TESTING MATERIALS B/ BOTTOM OF BAL BALANCEBD BOARD BLK BLOCK OR BLOCKING BLDG BUILDING BM BEAM BOT BOTTOM B PL BASE PLATE BRDG BRIDGING BRG BEARING BRK BRICK BTWN BETWEEN BYND BEYOND CFMF COLD FORMED METAL FRAMINGCG CENTER OF GRAVITYCIP CAST IN PLACE CJ CONTRACTION OR CONSTRUCTION JOINTCJP COMPLETE JOINT PENETRATIONCL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNITCOL COLUMN COMP COMPOSITE CONC CONCRETE CONN CONNECTIONCONSTR CONSTRUCTION CONT CONTINUOUS CTR CENTER DBA DEFORMED BAR ANCHOR DET DETAIL DIA DIAMETER DIM DIMENSION DIR DIRECTION DK DECK DL DEAD LOAD DN DOWN DO DITTO DP DEEP DS DECK SPAN DWG DRAWING EA EACH EE EACH END EF EACH FACE EJ EXPANSION JOINT EL ELEVATION EQ EQUAL EMBED EMBEDDED EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIORFC FACE FD FLOOR DRAIN FDTN FOUNDATION FF FAR FACE FIN FINISHED FLR FLOOR CONSTRUCTIONFRP FIBRE-REINFORCED POLYMERFS FAR SIDE FTG FOOTING FX FOOTING DESIGNATION GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GRID LINE HEF HORIZONTAL EACH FACE HK HOOK HORIZ HORIZONTAL H PT HIGH POINT HS HIGH STRENGTH HSS HOLLOW STRUCTURAL SHAPEHWS HEAD WELDED STUD ID INSIDE DIAMETER IF INSIDE FACE INFO INFORMATION INTER INTERMEDIATE INT INTERIOR JST JOIST JT JOINT K KIP=1000 LB L ANGLE LB POUND LG LONG LL LIVE LOAD LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL L PT LOW POINTLSH LONG SIDE HORIZONTAL LSV LONG SIDE VERTICAL LW LIGHT WEIGHT LWIC LIGHT WEIGHT INSULATING CONCRETE MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MK MARK MO MASONRY OPENING MPH MILE PER HOUR MTL METALNF NEAR FACE NIC NOT IN CONTRACT NO NUMBER NS NON SHRINK OR NEAR SIDENTS NOT TO SCALE NW NORMAL WEIGHT OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTHASSOCIATION PC PIECE OR PORTLAND CEMENTPCA PORTLAND CEMENT ASSOCIATION PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE PCC PRECAST CONCRETE PDF POWDER DRIVEN FASTENER PL PLATE PLF POUNDS PER LINEAR FOOT PLYWD PLYWOOD PRCST PRECAST PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PX PIER DESIGNATIONQTY QUANTITY R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCED OR REINFORCING REM REMAINDER REQD REQUIRED RET RETURN REV REVISION RO ROUGH OPENING SCHED SCHEDULE SECT SECTION SIM SIMILAR SHT SHEET SJ SLIP JOINT SJI STEEL JOIST INSTITUTE SLBB SHORT LEG BACK TO BACK SOG SLAB ON GRADE SPA SPACES OR SPACING SPEC SPECIFICATION SST STAINLESS STEEL SSH SHORT SLOTTED HOLE STD STANDARD STIFF STIFFENER STIR STIRRUP STL STEEL STRUCT STRUCTURAL SYMM SYMMETRICALT/ TOP OF T&B TOP AND BOTTOM T&G TONGUE AND GROOVE THK THICK TOB TOP OF BEAM TOC TOP OF CONCRETE TOF TOP OF FOOTING TOJ TOP OF JOIST TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARIES VEF VERTICAL EACH FACE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WAF WELDED ANGLE FRAME WCF WELDED CHANNEL FRAME WF WIDE FLANGE WLD WELDED WP WORK POINT WWF WELDED WIRE FABRICCSC STRUCTURAL ABBREVIATIONS>500 sq ft0-10 sq ftZONE0-10 sq ftZONE>100 sq ftDESIGN LOAD (psf)Qhaaaa455554a123aaaaROOF PLANAWAY FROM THE SURFACES, RESPECTIVELY.2. + AND -SIGNS SIGNIFY PRESSURES ACTING TOWARD OR1. (0-10 sq ft) EXAMPLE DENOTES EFFECTIVE WIND AREA.NOTES:+17.3, -23.25+12.9, -14.44+17.3, -18.8+15.8, -20.23+14.4, -17.32+15.8, -20.2+15.8, -17.31+14.4, -14.4=4'-0"3. WIND PRESSURES MAY BE INTERPOLATED FOR EFFECTIVEWIND AREAS BETWEEN THE SPECIFIED RANGES.+14.4, -17.3+12.9, -14.42321232325/10/19c h e c k e d b y:p r o j e c t n o:i s s u e d a t e:d r a w n b y:structural revisions:THESE DRAWINGS ARE THE COPYRIGHT OF COLLINS STRUCTURAL, PLLC. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT DESCRIBED IN THE ADDRESS BAR. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. REPRODUCTION IS PROHIBITED. IF SIGNATURE ON COVER SHEET DOES NOT APPEAR, THIS IS NOT AN AUTHORIZED COPY.[phone]NCFirm PE No. P-0721P.O. Box 539Creedmoor, NC 27522S-2CVJSAC20182095/10/2019GAP PH IIIGRANVILLE COUNTY ATHLETIC PARKSTRUCTURAL NOTESISSUED FOR CONSTRUCTIONRevDate DescriptionNOT TO SCALE2COMPONENTS & CLADDING WIND LOADS
1AB2C16'-0"8'-0"16'-0"D326'-0"24'-0"0"TOP OF 4"SLAB ONGRADE REINF W/6x6 W2.9xW2.9W.W.F.3S-31'-6" 23'-7"1'-6" 8'-7"5S-36S-37S-34S-3THICKENED SLAB PER DETAILS4'-0"10'-0"3'-0"8'-0" 3'-0"4'-0"4'-0"10'-0" 3'-0"8'-0" 8'-0" 8'-0" 8'-0" 10'-0" 8'-0"10'-0"10'-0"10'-0"10'-0"CONST JOINTS5"5"1AB2CD326'-0"24'-0"16'-0"8'-0"16'-0"10'-0"12'-2" 1'-8"13'-8" 10'-8" 1'-8"7'-4"3S-47'-4" 11'-4 3/8"2'-0" TYP2'-0" TYP3'-0"2'-10 3/8"FRAMING NOTES:1. REFER TO SHEET S1 FOR STRUCTURAL NOTES.2. DENOTES 8" CMU LOAD BEARING WALL. ALL OTHER WALLS ARE 8" CMU NON-LOAD BEARING WALLS. REINFORCEMENT FOR WALLS IS SHOWN IN DETAIL .1/S-5FOUNDATION NOTES:1. TOP OF CONCRETE SLAB = 0'-0" UNLESS OTHERWISE NOTED.2. THICKENED SLAB AREAS ARE 12" THICK. 3. DASHED LINES INDICATE THE TRANSITION BETWEEN THE THICKENED 12" PORTION AND THE SLOPED TRANSITION; TRANSITION BETWEEN THE THICKENED SLAB AND 4" SLAB ARE AT A 1-TO-1 SLOPE.4. ALL SLAB AREAS ARE REINFORCED WITH 6x6W2.9xW2.9 WWF. CMU WALL REINF PER SCH#4 AT 18"OC3-#5 CONT1'-0"1'-6"SLAB ON GRADE, REF PLAN#4 HOOKED x 2'-0" LONG @ 18"OC1-#5 CONT#5 HOOKED DWLS x 6'-0" LONG @ 18"OC(2) #5x4'-0"#5 DWL @ CORNER CELLS3'-0"(3) #5 CONT(5) #5x3'-0"SOG, REINF PER PLAN#4 HOOKED x 4'-0" LONG @ 18"OC1-#5 CONT#4 AT 18"OC3-#5 CONT1'-0"1'-6"SLAB ON GRADE, REF PLAN#4 HOOKED x 2'-0" LONG @ 18"OC1-#5 CONTVERT. REBAR PER SCHD FOR SIZE AND SPACING.CMU WALL RE PLANDWLS PER SCH SET 5" INTO EXPOY FILLED.SLAB REINF PER PLAN1'-6"1'-0"#4 AT 18"OC3-#5 CONTVERT. REBAR PER SCHD FOR SIZE AND SPACING.CMU WALL RE PLANDWLS PER SCH SET 5" INTO EXPOY FILLED.SLAB REINF PER PLAN1'-6"1'-0"#4 AT 18"OC3-#5 CONTNON LOAD-BEARING WALL5/10/19c h e c k e d b y:p r o j e c t n o:i s s u e d a t e:d r a w n b y:structural revisions:THESE DRAWINGS ARE THE COPYRIGHT OF COLLINS STRUCTURAL, PLLC. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT DESCRIBED IN THE ADDRESS BAR. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. REPRODUCTION IS PROHIBITED. IF SIGNATURE ON COVER SHEET DOES NOT APPEAR, THIS IS NOT AN AUTHORIZED COPY.[phone]NCFirm PE No. P-0721P.O. Box 539Creedmoor, NC 27522S-3CVJSAC20182095/10/2019GAP PH IIIGRANVILLE COUNTY ATHLETIC PARKSTRUCTURAL PLANSISSUED FOR CONSTRUCTIONRevDate Description1/8" = 1'-0"1S011/8" = 1'-0"2S01 W/WALLS3/4" = 1'-0"3TYP EXTERIOR CMU FOUNDATIOND10503/4" = 1'-0"4WALL FOUNDATION TYPD10433/4" = 1'-0"5TYP SLAB EDGED10503/4" = 1'-0"6TYP INTERIOR CMU FOUNDATIOND10103/4" = 1'-0"7TYP DOUBLE CMU FOUNDATIOND1010
1AB2CD316'-0"8'-0"16'-0"26'-0"24'-0"1'-0" 14'-0" 10'-0" 14'-0" 1'-0"B412B312B312HSS4X4X1/4B312B312B412B285S-44S-45S-45S-57S-411'-0" 12'-0" 1'-0"5S-45S-46S-44S-46S-46S-5S-578S-5HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/49S-512S-51AB2CD3TRUSS GIRDERTRUSS GIRDERTRUSS GIRDERTRUSSES @ 24" OCTRUSSES @ 1'-9" OC2'-0" 26'-0"24'-0" 2'-0"TRUSSES @ 1'-9" OCTRUSSES @ 24" OC13'-0" 11'-0"TRUSSES @ 24" OCTRUSSES @ 24" OCTRUSS GIRDERTRUSS GIRDERTRUSS GIRDERRIDGE LINESLOPESLOPESLOPESLOPEDRAG TRUSS2'-0"16'-0"8'-0"16'-0"2'-0"#5 DWL @ CORNER CELLSCOL PER PLAN1/2"Ø HILTI HAS ANCHORS @ 6" OC W/HIT-HY 200, MIN 3" EMBED8"x8"x1/2" BASE PL1/4"CONTINUOUS BOND BEAM W/ 2-#5TRUSS BOT CHORDGYPSUM BOARD CEILINGSIMPSON STC TRUSS CLIP ATTACH TO BOT CHORD OF TRUSS W/(2) 8d NAILS2x8 CONNECTED TO CMU WALL W/ 5/8"Ø ANCHOR @4'-0" OC, 4" MIN EMBED TYPBOND BEAM W/(2) 5GYPSUM BOARD CEILING2'-0"TIE PER SCHTRUSS DESIGNED BY OTHERS2x8 CONNECTED TO CMU WALL W/ 5/8"Ø ANCHOR @4'-0" OC, 4" MIN EMBED TYPBOND BEAM W/(2) 5GYPSUM BOARD, ATTCH TO RIM BOARD WITH SIMPSON DS DRYWALL STOPTIE PER SCHDRAG TRUSS DESIGNED BY OTHERSENCLOSED PER ARCHSIMPSON LGUM28-2-SDSW/ (6)3/8"Ø X 4" TITEN HD ANCHORS IN CMU AND (6) 1/4"Ø X 2-1/2" SDS SCREWS IN BEAM2x8 WOOD NAILERFRAMING NOTES:1. REFER TO SHEET S1 FOR STRUCTURAL NOTES.2. DENOTES 8" CMU LOAD BEARING WALL. ALL OTHER WALLS ARE 8" CMU NON-LOAD BEARING WALLS. REINFORCEMENT FOR WALLS IS SHOWN IN DETAIL .3. WOOD BEAM NOMENCLATURE:A. B28 - (2) 2x8B. B312 - (1) 1-3/4"x11-1/4" LVL & (1) 2xX SPACERC. B412 - (2) 1-3/4"x11-1/4" LVL4. BOT TRUSS ELEVATION IS 9' 5-1/2" AFF1/S-5TRUSS FRAMING NOTES:1. SLOPE ROOF TRUSSES @ 8/125/10/19c h e c k e d b y:p r o j e c t n o:i s s u e d a t e:d r a w n b y:structural revisions:THESE DRAWINGS ARE THE COPYRIGHT OF COLLINS STRUCTURAL, PLLC. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT DESCRIBED IN THE ADDRESS BAR. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. REPRODUCTION IS PROHIBITED. IF SIGNATURE ON COVER SHEET DOES NOT APPEAR, THIS IS NOT AN AUTHORIZED COPY.[phone]NCFirm PE No. P-0721P.O. Box 539Creedmoor, NC 27522S-4CVJSAC20182095/10/2019GAP PH IIIGRANVILLE COUNTY ATHLETIC PARKSTRUCTURAL PLANSISSUED FOR CONSTRUCTIONRevDate Description1/8" = 1'-0"1S021/8" = 1'-0"2S033/4" = 1'-0"3WALL FOUNDATION TYPD1043SECTION3/4" = 1'-0"4SECTION1/2" = 1'-0"5SECTION3/4" = 1'-0"6SECTION3/4" = 1'-0"7
EMBEDMENT#3#4#5#6#7#8LAP SPLICE & EMBEDMENT LENGTHBAR SIZELAP SPICE18"24"30"36"42"48"13 1/2"18"22 1/2"27"31 1/2"36"DOWELS8" CMU - 14'-0" MAX. LOAD BEARINGMASONRY WALL REINFORCING SCHEDULEWALL DESCRIPTIONREINFORCING8" CMU - 14'-0" MAX. NON LOAD BEARING#5 @ 40" OC#4 @ 40" OC#5 x 4'-0" @ 40" OC#4 x 4'-0" @ 40" OCNOTES:1. RE ARCHITECTURAL DRAWINGS FOR THICKNESS AND LOCATION OF CMU WALLS.2. THE MAXIMUM HEIGHT OF WALL SHOULD BE LIMITED TO THE HEIGHT SCHEDULED ABOVE OR H/T: (HEIGHT/THICKNESS RATIO)AS SPECIFIED BY PREVAILING BUILDING CODES.3. ALL EXTERIOR EXPOSURE WALLS ARE DESIGNED FOR 20 PSF. OF WIND PRESSURE.4. THE HORIZONTAL REINFORCEMENT OF THE INTERIOR PARTITION WALLS CAN BE W1.7. 5. #5 BAR SHALL BE PROVIDED 16" FROM CORNERS AND 8" FROM MOVEMENT JOINTS OR OPENING.6. RE MASONRY SECTION IN GENERAL NOTES.STANDARD HOOKS OR DOWELS SET 4" INTO EXISTING CONC W/ SIMPSON SET-XP EPOXY OR EQUALDOWEL TO MATCH VERT. REINF.HORIZ. REINF DUR-O-WALL OR EQUAL AT 16" OC W/ 2.1 FOR 6" AND 8" WALLS W/ 2.8 FOR ALL OTHERSSCH REINF IN FILLED CELLSUNDERSIDE OF STRUCTUREBRACE TOP OF WALL PER DETAIL. PROVIDE LEAVE OUTS AT EXISTING UTILITIES NOT @ FIRE RATED WALLSBREAK OUTSIDE FACE OF BOND BEAM AS REQUIREDNOTE: ANY SPLICE SHALL BE GREATER OF 48 BAR DIAMETERS OR 2'-0"(2) #5 CONT BOND BEAM REINF TYP(2) #5SCHEDULE AND DETAIL FOR 8" CMUOF LINTELPROVIDE MIN 8"BEARING EACH ENDLONGITUDINALREINFORCINGGROUT FULL10'-0"<L< 15'-0"6'-0"< L <10'-0"3'-6"< L <6'-0"L < 3'-6"2-#52-#52-#5231LINTEL SCHEDULECLEAR MASONRYOPENING WIDTHLONGITUDINALREINFORCINGNUMBER OFCOURSES7 5/8"8"NUMBER OFCOURSES2-#552 3/8"BEAM PER PLANGYPSUM BOARD CEILING3'-0"ROOF TRUSS DESIGNED BY OTHERSTIE PER SCHENCLOSED PER ARCHBEAM PER PLAN, ADD 2x12 FILLER AS NEEDEDROOF TRUSS DESIGNED BY OTHERSTIE PER SCHENCLOSED PER ARCHSIMPSON CCOQ4-SDS2.51/4"COL PER PLAN1/4"1/4"SIMPSON CC0Q4-SDS2.5COL PER PLAN W/1/4" CAP PLBEAM PER PLANTIE PER SCHTIE PER SCH12S-5BOT CHORD ROOF TRUSS DESIGNED BY OTHERSSIMPSON ECCLOQ-SDS2.51/4"COL PER PLANBEAM PER PLANBEAM PER PLANTIE PER SCHTIE PER SCHSEALANTBACKER ROD30# FELT BOND BREAKERGROUT SOLIDCMU WALL PER PLANBREAK REINF AT CONTROL JOINTOPTION 1OPTION 2SEALANTBACKER ROD30# FELT BOND BREAKERGROUT SOLIDCMU WALL PER PLANBREAK REINF AT CONTROL JOINTNOTES: 1. AT REINFORCED WALLS, PLACE VERTICAL BAR AND GROUT IN THE FIRST CELL ON EACH SIDE OF THE CONTROL JOINT.ENCLOSED PER ARCHSIMPSON HUC26-2 W/(8)1/4"Ø X 1-3/4" TITEN 2 ANCHORS IN CMU AND (4) 10d NAILS IN BEAM2x8 WOOD NAILERDOUBLE 2X8BOT TRUSS CHORDTIE PER SCH1AB2CD3TRUSS GIRDERTRUSSES @ 24" OCTRUSSES @ 1'-9" OCTRUSSES @ 1'-9" OCTRUSSES @ 24" OCTRUSSES @ 24" OCTRUSSES @ 24" OCTRUSS GIRDERRIDGE LINEDRAG TRUSSA TIES UNOD TIE TYPC TIE TYPB TIES UNOA TIES UNOC TIE TYPA TIES UNO B TIES A TIES UNOD TIE TYPD TIE @ 3'-0" OCD TIE @ 3'-0" OCSIMPSON TIEABCDTRUSS TIE SCHEDULETIEH-3(2) H-3(2) H10AHGA 10TO TRUSSTO PLATESFASTENERS(4) 1/4"x1-1/2"SDS(9) 10dx1-1/2"(4) 8dx2(4) 8d(4) 1/4"x1-1/2"SDS(9) 10dx1-1/2"(4) 8dx2(4) 8dROOF TRUSS DESIGNED BY OTHERSTIE PER SCHENCLOSED PER ARCHCOL PER PLAN1/4"2x6 NAILER W/SIMPSON STRING-DRIVE TB WOOD-TO-STEEL SCREW @ 18" OCCONTRACTION JOINT:SAWCUT OR INSTALL PREMOLDED INSERT FILL JOINT WITH ELASTOMERIC SEALANT, JOINT SPACING PER PLANSLAB REINFPER PLANWELL-GRADEDCOMPACTED SANDUNDISTURBEDNATURAL SOILCONC SLAB ON GRADE PER PLANCUT 2" OUT OF 1/2 OF REINF BARS (EVERY OTHER BAR) AT CONTRACTION JOINTS1/2"DIA x1'-6" SMOOTH DOWEL @ 15" OC GREASE ONE END OF BARCONSTRUCTION JOINT:2x FORM BD TO BE REMOVED PRIOR TO SECOND POURNOTES:1. SLAB SAW CUT CONTRACTION JOINTS SHALL BE 1/8"x1/3 SLAB DEPTH.2. CARDBOARD "SLIP-COVER TO PREVENT BONDING OF DOWELS IS AN ACCEPTABLE ALTERNATE TO GREASING DOWELS.3. SLAB ON GRADE SHALL HAVE A SLAB FLATNESS (FF) BETWEEN 25-35 AND A SLAB LEVELNESS (FL) BETWEEN 20-25 UNLESS OTHERWISE SPECIFIED.t PER PLAN1"1"MINt/45/10/19c h e c k e d b y:p r o j e c t n o:i s s u e d a t e:d r a w n b y:structural revisions:THESE DRAWINGS ARE THE COPYRIGHT OF COLLINS STRUCTURAL, PLLC. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT DESCRIBED IN THE ADDRESS BAR. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. REPRODUCTION IS PROHIBITED. IF SIGNATURE ON COVER SHEET DOES NOT APPEAR, THIS IS NOT AN AUTHORIZED COPY.[phone]NCFirm PE No. P-0721P.O. Box 539Creedmoor, NC 27522S-5CVJSAC20182095/10/2019GAP PH IIIGRANVILLE COUNTY ATHLETIC PARKSTRUCTURAL DETAILSISSUED FOR CONSTRUCTIONRevDate Description3/4" = 1'-0"1TYPICAL CMU WALL MINIMUM REINFORCEMENTD40011" = 1'-0"2BOND BEAM INTERSECTION & CORNERD40033/4" = 1'-0"38" CMU LINTELD4012SECTION1/2" = 1'-0"5SECTION3/4" = 1'-0"6SECTION3/4" = 1'-0"7SECTION3/4" = 1'-0"81" = 1'-0"4MASONRY EXPANSION JOINT DETAILD4004SECTION3/4" = 1'-0"91/8" = 1'-0"10TRUSS TIE SCHEDULE3/4" = 1'-0"12S02 - Section 23/4" = 1'-0"13TYPICAL SLAB ON GRADE AND JOINT DETAILD1001
GENERAL PLUMBING NOTES1 KilianInc.Michael W. Kilian, PE
EngineeringPlumbing Mechanical
Electrical Fire Alarm
[e-mail]
P.O. Box 3301, 115-C Young Street
Henderson North Carolina 27536
P 252.438.8778 F 252.438.8741
Corporate License C-2277 Δ
WASTE RISER - NOT TO SCALE2KilianInc.Michael W. Kilian, PE
EngineeringPlumbing Mechanical
Electrical Fire Alarm
[e-mail]
P.O. Box 3301, 115-C Young Street
Henderson North Carolina 27536
P 252.438.8778 F 252.438.8741
Corporate License C-2277WASTE PLAN - SCALE: 1/4" = 1' 0"1
SUPPLY RISER - NOT TO SCALE1KilianInc.Michael W. Kilian, PE
EngineeringPlumbing Mechanical
Electrical Fire Alarm
[e-mail]
P.O. Box 3301, 115-C Young Street
Henderson North Carolina 27536
P 252.438.8778 F 252.438.8741
Corporate License C-2277SUPPLY PLAN - SCALE: 1/4" = 1' 0"2
LOUVER SCHEDULE
MARK
MFG
MODEL It
SIZE
I DESCRIPTION
NOTES
L-1
RUSKIN
L24
12Xl2
SIGHT PROOF, VANDAL RESISTANT BLADE LOUVER
I
1, OR EQUAL
ELECTRIC UNIT HEATER SCHEDULE
MARK
MFG / MODEL #
AIR FLOW
HEATER
VOLT/PH
FLA
I MOCP
I NOTES
CAM
KV
AMPS
UH-0-5)
REZNOR / ECR-AK3E
310
2,0
240/1
8,4[2t0q11,2
1, BUILT-IN THERMOSTAT,
2. BUILT-IN DISCONNECT SWITCH.
EXHAUST FAN SCHEDULE
MARK
MFG / MODEL #
TYPE
ESP (in VG)
CFM
VOLT/PH
FLA
SONES
F#1TES
EF-1
GREENHECK SP-B110
CEILING
O 40
96
120/1
1,14
2 0
1-3
EF-(2-5)
GREENHECK SP-11150
CEILING
0.40
152
120/i
1. 7
3, 5
1-3
1, PROVIDE WITH PITCHED ROOF CURB & CAP FUR FLAT OR SLOPED ROOEF OR HOODED WALL WITH
BACKDRAFT DAMPER CAP AS APPLICABLE
2, PROVIDE WITH SQUARE TO ROUND DUCT ADAPTER AS NECESSARY
3, OR EQUAL BY LOREN COOK OR PENNBARRY OR TWIN CITY
Ventilation Calculation (Storage)
Room Names)
Zone Type
Area (sq.ft.) Rp
Ra
Default
Pz
Ez
Airflow to Zone
Occupancy
(cfm)
Storage
Storage
269
0
0.12
0
0.00
0.8
310
N/A
0
0
0
0
0.00
0.8
0
N/A
0
0
D
0
0.00
0.8
0
N/A
0
0
0
0
0.00
0.8
0
N/A
0
0
0
0
0.00
0.8
0
Maximum Zp: 0.130161
K-12School? No
Ev: 1
Actual System
Population: 1
Uncorrected Intake
32 cfm
Outdoor Air Intake
32 cfm
Percent of Unit Air
10a/u
1 0 HEX PLAN NOTES I
2.
3.
EXHAUST TO EXTERIOR OF BUILDING VIA 6' EXHAUST
DUCT. CONTROL EXHAUST FAN VIA THERMOSTAT AND
LIGHT SWITCH. IF LIGHTS ARE ON EXHAUST FAN IS ON,
IF TEMPERATURE GEES ABOVE 80F THEN EXHAUST FAN
TURNS ON. IF UGHTS ARE OFF AND TEMPERATURE IS
BELOW 89F THEN EXHAUST FAN IS OFF.
EXHAUST TO EXTERIOR OF BUILDING VIA 6' EXHAUST
DUCT. CONTROL EXHAUST FAN VIA THERMOSTAT. IF
TEMPERATURE GETS ABOVE 8TF THEN EXHAUST FAN
TURNS ON. IF TEMPERATURE IS BELOW 8TF THEN
EXHAUST FAN IS OFF.
FRESH AIR REQUIREMENTS TO BE MADE BY INFILTRATION
MECHANICAL SYSTEM, SERVICE SYSTEMS, AND EQUIPMENT
METHOD OF COMPLIANCE
THERMAL ZONE
EXTERIOR DESIGN CONDITIONS
HEATING DESIGN DRY BULB
COOLING DESIGN DRY BULB
COOLING DESIGN WET BULB
INTERIOR DESIGN CONDITIONS
HEATING DESIGN DRY BULB
COMING DESIGN DRY BULB
COOLING RELATIVE HUMIDITY
HEATING LOAD,
SENSIBLE COOLING LOAD;
LATENT COALING LOAD
MECHANICAL SPACING CONDITIONING SYSTEM:
UNITARY
DESCRIPTION OF UNITS)
BOILER
TOTAL BOILER OUTPUT
CHILLER
TOTAL CHILLER CAPACITY
EQUIPMENT EFFICIENCIES;
EQUIPMENT SCHEDULES WITH MOTORS (MECHANICAL SYSTEMS):
PRESCRIPTIVE
ZONE 4A
23,1'F
91, 7'F
75, 6' F
70'F
75'F
50X
19, 000 BTU/H
- BTU/H
- BTU/H
AIR COOLED DX
N/A
N/A
N/A
N/A
SEE SCHEDULES
SEE SCHEDULES
DESIGNER STATEMENT,
TO THE BEST OF MY KNOWLEDGE, THE MECHANICAL DESIGN FOR THIS BUILDING
COMPLIES WITH MECHANICAL AND EQUIPMENT REQUIREMENTS OF THE 2018 NORTH
CAROLINA STATE BUILDING CODE AND 2018 NORTH CAROLINA ENERGY CONSERVATION
CODE,
ECHANICAL SCHEDULES I I
GENERAL MECHANICAL NOTES:
1, THE FOLLOWING ABBREVIATIONS SWILL APPLY TO NOTES AND PLANS:
PC - PLUMBING CONTRACTOR, EC - ELECTRICAL CONTRACTOR,
MC - MECHANICAL CONTRACTOR, GC - GENERAL CONTRACTOR,
FASC -FlRE HARM SYSTEM CONTRACTOR.
2. 'PROVIDE" MEANS TO FURNISH AND INSTALL MC SHALL ALSO INSTALL
MATERIALS FURNISHED BY OTHERS AND GENERAL CONTRACTOR AS
SHOWN ON THE PLANS OR NECESSARY FOR A COMPLETE INSTALLATION.
3. THE MC SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATING
SYSTEM AS DESCRIBED BY THESE PLANS AND SPECIFICATIONS.
4. ALL MATERIALS AND EQUIPMENT SHALL BE DELIVERED TO THE SITE
AND UNLOADED BY THE CONTRACTOR AT AN APPROVED LOCATION. THE
MC SHALL PROTECT ALL MATERIALS AND EQUIPMENT FROM BREAKAGE,
THEFT, AND THE ELEMENTS. ALL MATERIALS AND EQUIPMENT SNAIL
REMNN THE PROPERTY OF THE MC UNTIL THE PROJECT HAS BEEN
COMPLETED AND TURNED OVER TO THE OWNER.
5. THE MC SHALL INSTALL ALL MATERIALS AND EQUIPMENT IN
ACCORDANCE WITH THE 2018 NORM CAROUNA MECHANICAL AND
BUILDING CODES AND ANY APPUCABLE LOCAL CODES. WHERE A
CONFUCT EXISTS BETWEEN THE ABOVE REQUIREMENTS, THE MG SHALL
OBTAIN CLARIFICATION FROM THE ENGINEER OR IN THE EVENT ANY
PART OF THESE PLANS CONFUCTS WITH THE ABOVE REQUIREMENTS.
6. THE MC SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND
INSPECTIONS NECESSARY FOR THE COMPLETION OF THE WORK UNDER
THIS CONTRACT.
7. DO NOT SCALE THESE DRAWINGS -REFER TO ARCHITECTURAL SHEETS
FOR DIMENSIONS.
8. THE MC SHALL VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR
WITH EXISTING CONDITIONS. THE MC SHALL CONTACT THE ENGINEER TO
RESOLVE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND
THESE PLANS. THE MC SHALL COORDINATE WITH OTHER TRADES PRIOR
TO THE START OF CONSTRUCTION.
9. ALL MECHANICAL MATERIALS SHALL BE NEW AND FREE OF DEFECT AND
LISTED AND LABELED BY UL OR AN APPROVED THIRD PARTY AGENCY.
ANY MATERIALS FOUND TO BE DEFECTIVE SHALL BE REPLACED BY THE
MC WITHOUT ADDITIONAL COST TO THE OWNER. WHERE A
MANUFACTURER AND MODEL NUMBER IS GIVEN, THE CITED EXAMPLE IS
INTENDED TO ESTABLISH A STANDARD OF QUALITY AND NOT TO UMIT
PRODUCTS TO A PARTICULAR MANUFACTURER. SUCH EXAMPLES ARE
USED TO CONVEY A GENERAL STYLE, TYPE, CHARACTER, AND QUALITY
OF THE PRODUCT DESIRED; PRODUCTS DETERMINED TO BE EQUAL BY
THE ENGINEER WILL BE ACCEPTED.
10. THE MC SKA L PROVIDE ALL HEATING EQUIPMENT AS SCHEDULED ON
THE DRAWINGS. THE MC SHALL PROVIDE FACTORY AND FIELD INSTALLED
ACCESSORIES AS SCHEDULED OR AS NECESSARY FOR A COMPLETE
AND OPERATIONAL BOAC SYSTEM.
11. THE MC SHALL PROVIDE ALL EXHAUST AND SUPPLY FANS AS
SCHEDULED. FANS SHALL BE BY GREENHECK, LOREN COOK, TWIN
CITY, OR PENNBARRY.
12. THESE PLANS ARE DIAGRAMMATIC. THE MC SHALL ADJUST THE
LOCATIONS OF EQUIPMENT, DUCTS, REGISTERS, GRILLES, ETC, TO
ACCOMMODATE PLANNED AND ENCOUNTERED INTERFERENCES. THE
DRAWINGS DO NOT SHOW ALL BENDS, OFFSETS, AND F AWIGS THAT
MAY BE REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. THE
MC SHALL MAKE ALLOWANCES FOR SUCH DEVIATIONS AND
CONTINGENCIES IN BD TO IMPLEMENT THEM WITHOUT ADDITIONAL COST
TO THE OWNER.
13. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POWER
CONNECTIONS TO THE MECHANICAL EQUIPMENT. MECHANICAL
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING.
14. DUCTWORK IS SHOWN WITH FREE AREA DIMENSIONS. ALL DUCTWORK
SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA
LOW PRESSURE DUCT STANDARD, 2 INCH S.P.
15. IT IS THE MC'S RESPONSIBILITY TO VERIFY THAT ITEMS FURNISHED FOR
THIS CONTRACT WILL ITT IN THE SPACE AVAILABLE. THE MC SHALL
MAKE FIELD MEASUREMENTS AS NECESSARY TO DETERMINE SPACE
REQUIREMENTS. IF THE MC MUST ALTER EQUIPMENT DUE TO SPACE
CONSIDERATIONS, THE MC SHALL PROVIDE SIZES AND SHAPES THAT AT
THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS.
16. EXTERNAL DUCT INSULATION AND FACTORY -INSULATED FLEXIBLE DUCT
SHALL BE LEGIBLY PRINTED OR IDENTIFIED AT INTERVALS NOT GREATER
THAN 36 INCHES WITH THE NAME OF THE MANUFACTURER, THE
THERMAL RESISTANCE R-VALUE AT THE SPECIFIED INSTALLED
THICKNESS AND THE FLAME SPREAD AND SMOKE -DEVELOPED INDEXES
OF THE COMPOSITE MATERIALS. ALL DUCT INSULATION PRODUCT
R-VALUES SHALL BE BASED ON INSULATION ONLY, EXCLUDING AIR
FILMS; VAPOR RETARDERS OR OTHER DUCT COMPONENTS, AND SHALL
BE BASED ON TESTED C-VALUES AT 75'F MEAN TEMPERATURE AT THE
INSTALLED THICKNESS, IN ACCORDANCE WITH RECOGNIZED INDUSTRY
PROCEDURES. THE INSTALLED THICKNESS OF DUCT INSULATION USED
TO DETERMINE ITS R-VALUES SHALL BE DETERMINED AS FOLLOWS:
16.1. FOR DUCT BOARD, DUCT LINER AND FACTORY -MADE RIGID
DUCTS NOT NORMALLY SUBJECTED TO COMPRESSION, THE
NOMINAL INSULATION THICKNESS SHALL BE USED.
16.2. FOR DUCT WRAP, THE INSTALLED THICKNESS SHALL BE ASSUMED
TO BE 75 PERCENT (25-PERCENT COMPRESSION) OF NOMINAL
THICKNESS.
16.3. FOR FACTORY -MADE FLEXIBLE AIR DUCTS, THE INSTALLED
THICKNESS SHALL BE DETERMINED BY DIVIDING THE DIFFERENCE
BETWEEN THE ACTUAL OUTSIDE DIAMETER AND NOMINAL INSIDE
DIAMETER BY TWO.
17. INSULATE DUCTWORK WITH FIBERGLASS DUCT WRAP; INSTALLED
R-VALUE SHALL BE A MINIMUM R-6. COVERINGS AND UNINGS,
INCLUDING ADHESIVES WHEN USED, SHALL HAVE A FLAME SPREAD
INDEX NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX NOT
MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. ALL
NEW DUCTWORK SHALL RECEIVE INSULATION ON THE OUTSIDE. INSTALL
DUCT WRAP INSULATION WITH FACING OUTSIDE SO THAT TAPE FLAP
OVERLAPS INSULATION AND FACING OF ADJACENT PIECE OF DUCT
WRAP. INSULATION SHALL BE TIGHTLY BUTTED. FOR RECTANGULAR
DUCTS, INSTALL SO INSULATION IS NOT EXCESSIVELY COMPRESSED AT
DUCT CORNERS. STAPLE SEAMS APPROXIMATELY 6 INCHES ON CENTER
WITH OUTWARD CUNCHING STAPLES. SEAL SEAMS WITH PRESSURE
SENSITIVE TAPE MATCHING THE FACING. FOR RECTANGULAR DUCTS 24
INCHES IN WIDTH OR GREATER, SECURE DUCT WRAP TO THE BOTTOM
OF THE DUCT WITH MECHANICAL FASTENERS SPACED 18 INCHES ON
CENTER TO PREVENT SAGGING OF INSULATION. ADJACENT SECTIONS OF
DUCT WRAP SHALL BE TIGHTLY BUTTED WITH THE 2 INCH TAPE FLAP
OVERLAPPING. ALL TEARS, PUNCTURES, ETC. OF THE DUCT WRAP
INSULATION SHALL BE SEALED WITH TAPE OR MASTIC TO PROVIDE A
VAPOR TIGHT SYSTEM, INSULATION SHALL BE BY KNAUF INSULATION,
OWENS CORNING CORP, OR CERTAINTEED CORPORATION.
18. Ali INSULATION CONTAINING FIBROUS MATERIALS EXPOSED TO AIRFLOW
SHALL BE RATED FOR THAT EXPOSURE OR SWILL BE ENCAPSULATED.
INSULATING PROPERTIES FOR ALL MATERIALS SHALL MEET OR EXCEED
INDUSTRY STANDARDS. POLYSTYRENE PRODUCTS SHALL MEET ASTM
C578. ALL INSULATION SHALL HAVE FORMALDEHYDE EMISSIONS NOT
GREATER THAN 0.05 PPM. THE MAXIMUM FLAME SPREAD AND SMOKE
DEVELOPED INDEX FOR INSULATION SHALL MEET THE REQUIREMENTS
OF THE LOCAL CODES AND ORDINANCES ADOPTED BY THE
JURISDICTION IN WHICH THE BUILDING IS LOCATED.
19. VERIFY THAT DUCTS HAVE BEEN TESTED BEFORE APPLYING INSULATION
MATERIALS. VERIFY THAT DUCT SURFACES ARE CLEAN, DRY AND FREE
OF FOREIGN MATERIAL PRIOR TO INSULATING. DUCT COVERINGS SHALL
NOT PENETRATE A WALL OR FLOOR REQUIRED TO HAVE A
ARE -RESISTANCE RATING OR REQUIRED TO BE ARE BLOCKED.
20. WHERE DUCTS ARE CONNECTED TO EXTERIOR WALL LOUVERS AND
DUCT OUTLET IS SMALLER THAN LOUVER FRAME, PROVIDE BLANK -OUT
PANELS SEALING LOUVER AREA AROUND DUCT. USE SAME MATERIAL AS
DUCT, PAINTED BLACK ON EXTERIOR SIDE; SEAL TO LOUVER FRAME
AND DUCT.
21. PROVIDE DUCT ACCESS DOORS FOR INSPECTION AND CLEANING BEFORE
AND AFTER FILTERS, COILS, FANS, AUTOMATIC DAMPERS, AT FIRE
DAMPERS; COMBINATION ARE AND SMOKE DAMPERS.
22. CONSTRUCT Ts, BENDS, AND ELBOWS WITH RADII OF NOT LESS THAN
1-1/2 TIMES THE WIDTH OF THE DUCT ON CENTERLINE. WHERE NOT
POSSIBLE AND WHERE RECTANGULAR ELBOWS MUST BE USED, PROVIDE
TURNING VANES.
23. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES
DIVERGENCE; MAXIMUM OF 30 DEGREES DIVERGENCE UPSTREAM OF
EQUIPMENT AND 45 DEGREES CONVERGENCE DOWNSTREAM.
24. MASTIC USED TO SEAL DUCTWORK SHALL BE LISTED AND LABELED IN
ACCORDANCE WITH UL 181A-95 OR UL 181B-98. MAINTAIN AMBIENT
TEMPERATURES AND CONDITIONS REQUIRED BY MANUFACTURER OF
ADHESIVES, MASTICS, AND INSULATION CEMENTS. DO NOT INSTALL DUCT
SEAANT WHEN TEMPERATURES ARE LESS THAT THOSE RECOMMENDED
BY THE SEALANT MANUFACTURER.
25. ALL ADHESIVES AND SEALANTS SHALL HAVE VOC CONTENT BELOW 20
GRAMS PER UTTER AND WHICH MEET THE REQUIREMENTS OF THE
MANUFACTURER OF THE PRODUCTS BEING ADHERED OR INVOLVED.
ADHESIVES AND SEALANTS SHALL CONTAIN NO HEAVY METALS OR
FORMALDEHYDE
26. FACTORY -MADE AIR DUCTS AND CONNECTORS SHALL COMPLY WITH UL
181-96.
27. FLEXIBLE DUCT SMALL BE UL LISTED CLASS 0 OR CUSS 1,
INSULATED, AND COMPLY WITH UL 181. FLEXIBLE DUCT SHALL BE
FACTORY FORMED, COMPOSED OF SPIRAL WOUND CORROSION
RESISTANT WIRE BONDED TO AN INNER FABRIC UNER. DUCT SHALL BE
FACTORY INSULATED WITH A FOIL VAPOR BARRIER JACKET. CONNECT TO
ROD DUCT WITH SPIN -IN FITTING AND DAMPER. FLEXIBLE DUCTS AND
AIR CONNECTORS SHALL NOT PASS THROUGH ANY ARE RESISTANCE
RATED ASSEMBLY.
28. R SHALL BE THE RESPONSIBILITY OF THE MC TO SUSPEND AND
SUPPORT ALL EQUIPMENT, DUCTWORK, DIFFUSERS, AND OTHER
MATERIALS FOLLOWING RECOGNIZED ENGINEERING PRACTICES AND USING
STANDARD, COMMERCIALLY ACCEPTED HANGERS AND SUSPENSION
EQUIPMENT. ALL WAC EQUIPMENT SHALL BE SECURELY MOUNTED TO
THE BUILDING STRUCTURE AND SHALL NOT RELY ON COUNG OR WALL
SURFACES FOR SUPPORT. THE SUPPORT ATTACHMENT SWILL SUPPORT
THE WEIGHT OF THE EQUIPMENT PLUS THE WEIGHT OF THE SUPPORT
ATTACHMENT ITSELF. SUPPORT FROM THE TOP CHORD Of THE ROOF
JOISTS, GIRDERS, AND BEAMS. THE BOTTOM CHORD IS NOT TO BE
USED FOR EQUIPMENT OR PIPING SUPPORT. HANGERS SHALL NOT BE
ATTACHED TO CORRUGATED STEEL DECKING.
29. DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH SMACNA AT
INTEIRVALS NOT EXCEEDING 10 FEET. DUCTS 36 INCHES OR LARGER
SHALL HAVE TRAPEZE TYPE HANGERS SUSPENDED WITH THREADED
ROD. SUPPORT DUCTS FROM BAR JOISTS, GIRDERS, OR BEAMS.
BO. CHECK LOCATIONS OF AIR OUTLETS AND INLETS AND MAKE NECESSARY
ADJUSTMENTS IN POSITION TO CONFORM WITH ARCHITECTURAL
FEATURES; SYMMETRY, AND LIGHTING ARRANGEMENT. COORDINATE WITH
SPRINKLER CONTRACTOR IF APPLICABLE
31. THE MC SHALL PROVIDE ALL DIFFUSERS GRILLES, LOUVERS, AND
OTHER AIR DISTRIBUTION OUTLETS AND INLETS. LOWERS, GRILLES, AND
DIFFUSERS SHALL BE INSTAIlID IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS, FOR LAY -IN COUNGS,
INSTALL SUPPORT FROM THE STRUCTURE FOR EACH DIFFUSER OR
DAMPER AIR DISTRIBUTION OUTLETS AND INLETS SHALL BE BY HART &
COOLEY, PRICE, METAL-AIRE, NAILOR, OR CARNES.
32. AIR FILTERS SWILL BE INSTALLED IN ACCORDANCE WITH SECTION 605
OF THE 2018 NC MECHANICAL CODE.
33. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY WHERE
BRANCHES ARE TAKEN FROM LARGER DUCTS AS REQUIRED FOR AIR
BALANCING. INSTALL MINIMUM 2 DUCT WIDTHS FROM DUCT TAKE -OFF.
PROVIDE BALANCING DAMPERS ON DUCT TAKE -OFFS TO DIFFUSERS,
AND REGISTERS, REGARDLESS OF WHETHER DAMPERS ARE SPECIFIED
AS PART OF THE DIFFUSER OR REGISTER ASSEMBLY. ADJUST AIR
HANDLING AND DISTRIBUTION SYSTEMS TO PROVIDE DESIGN SUPPLY,
RETURN, AND EXHAUST AIR QUANTITIES AT SITE ALTITUDE
34. MC SHALL INSTALL PROGRAMMABLE THERMOSTATS AS SHOWN ON THE
PLANS. THERMOSTAT SHALL BE MOUNTED AT 48 INCHES AFF.
THERMOSTATS SHALL MEET THE REQUIREMENTS OF SECTION C4032.4
OF THE 2018 NORTH CAROLINA ENERGY CONSERVATION CODE
35. MC SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR REGARDING
THE ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT BEING PROVIDED.
36. FRESH AIR INTAKES SHALL BE INSTALLED ON ALL UNITS AS SHOWN ON
DRAWINGS. MAINTAIN 10 FEET OF DISTANCE BETWEEN FRESH AIR
INTAKES AND ALL EXHAUST TERMINATIONS AND PLUMBING VENT THRU
ROOFS.
37. MAINTAIN CLEARANCES FOR ALL EQUIPMENT ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS FOR SERVICEABILITY. ALL ROOFTOP
EQUIPMENT MUST BE A MINIMUM OF 10 FEET FROM ROOF EDGE.
38, MC SHALL INSTALL ALL EXHAUST FANS AND VENT TO THE BUILDING'S
EXTERIOR. EC SHALL SWITCH FANS WITH UGHTS OR ON SEPARATE
SWITCH AS SHOWN.
39. THE MC SHALL PROVIDE ALL REFRIGERATION PIPING. ALL PIPE AND
FITTINGS SHALL BE TYPE ACR HARD COPPER TUBING WITH SWEAT
FITTINGS. REFRIGERATION UNES SHALL BE RUN NEATLY. WHERE A
GROUP OF UNES ARE RUN, TRAPEZE HANGERS MAY BE USED. DO NOT
USE CHAIN OR WARE HANGERS. WRAP TUBING WITH RUBBER TAPE AT
EACH CLAMP OR HANGER. FOR COVERED PIPES, HANGERS SHALL FIT
AROUND THE OUTSIDE OF THE COVERING WITH 12 GAUGE GALVANIZED
STEEL SHIELDS OF A LENGTH EQUAL TO THE OUTSIDE DIAMETER OF
THE INSULATION AND COVERING 3/4 OF THE CIRCUMFERENCE OF THE
INSULATION. SAGS SHALL NOT BE PERMISSIBLE HORIZONTAL LINES
SHALL PITCH DOWN NOT LESS THAN 1 INCH IN 40 FEEL INSULATE
WITH 1 INCH CLOSED CELL ARMAFLE( TYPE INSULATION WITH A FLAME
DENSITY RATING LESS THAN 25 AND A SMOKE DENSITY RATING LESS
THAN 50. ALL JOINTS AND SPUCES IN INSULATION SHALL BE TAPED
AND AIR TIGHT. SOLDER REFRIGERATION LINES USING 15 PERCENT
SILVER SOLDER AND EVACUATE LINES TO 300 MICRONS. PROVIDE
MOISTURE INDICATING SIGHT GLASS AND FILTER DRYER IN UQUID LINE.
PROVIDE OIL TRAPS AND DOUBLE RISERS IN REFRIGERANT SUCTION
AND HOT GAS UNES WHERE REQUIRED TO PREVENT OIL SLUGGING AT
THE COMPRESSOR AND INSURE PROPER LUBRICATION. MC SWILL BE
RESPONSIBLE FOR SEALING UNE SET PENETRATIONS OF ANY RATED
ASSEMBUES IN ACCORDANCE WITH A SYSTEM LISTED IN THE UL
DIRECTORY FOR THE SPECIFIC ASSEMBLY'BONO PENETRATED. SEE
ARCHITECTURAL PLANS FOR A LIST OF ALL UL ARE RATED
ASSEMBLIES.
40. P-TRAPS MUST BE INSTALLED ON ALL UNITS. MC SHALL INSTALL
AUXILIARY DRAIN PANS UNDER OVERHEAD AIR HANDLERS AND AN
AUTOMATIC CUT-OFF FLOAT SWITCH FOR EACH. P-TRAPS AND
CONDENSATE LINES SHALL BE 1 INCH. P-TRAPS AND CONDENSATE
UNES MAY BE PVC WHERE NOT LOCATED IN PLENUMS; OTHERWISE,
THEY SHALL BE TYPE M COPPER.
41. MC SHALL FURNISH A BOUND SET OF OPERATING AND MAINTENANCE
INSTRUCTIONS FOR ALL EQUIPMENT TO THE OWNER UPON COMPLETION
OF THE PROJECT. MC SHALL PROVIDE ALL DOCUMENTATION TO THE
OWNER AS NECESSARY TO SUBMIT FOR FACTORY WARRANTIES.
42. CONTRACTOR SHALL PROTECT Ai INAC EQUIPMENT FROM
CONSTRUCTION AND SHEET ROCK DUST DURING CONSTRUCTION. ALL
FILTERS SHALL BE REPLACED WITH NEW AT THE COMPLETION OF THE
PROJECT.
43. ALL EQUIPMENT INSTALLED ON ROOF MUST BE WITHIN THE ROOF
SCREEN.
44. IF A ROOF PENETRATION IS REQUIRED AND THE ROOF IS UNDER
WARRANTY, USE THE AUTHORIZED ROOFER PROVIDE DOCUMENTATION.
45. All PIPING, WIRING, CONDUIT, INSULATION, EQUIPMENT, SUPPORTS, ETC.
SHALL BE SUITABLE FOR INSTALLATION IN A RETURN PLENUM AS
NECESSARY. COORDINATE WITH OTHER TRADES ON LOCATIONS OF ALL
PLENUMS.
46. MC SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ENSURE
ALL APPLICABLE CONSTRUCTION WASTE IS RECYCLED DURING THE
CONSTRUCTION PHASE OF THE PROJECT.
MECHANICAL PLAN SCALE: 1/4" = I' 0° 121 GENERAL MECHANICAL NOTES 13
BAXTER ARMISTEAD
ARCHITECTURE, PC
206 Heritage Trade Drive, Suite 112
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
Seals
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No. Revision Date
0 ISM FOR OMMUCOON 5/14/19
No. Issued Date
KE Proud k 19023 Drawn By: ,Rr
Client/ Project
Granville County
GAP PHASE III
Picnic Shelter &
Bath House
Sheet Title
MECHANICAL NOTES &
SCHEDULES
Project No. Scale
A� „A�
VJV
Revision Drawing No.
M-1

LED LIGHT FIXTURE SCHEDULE
MARK
DESCRIPTION
LOWERlLENS
LAMPS - SYLVANIA
VOLTAGE
INPUT
WATTAGE
MOUNTING
REMARKS
MFG
MODEL
TYPE
CCT
A
LED SURFACE MOUNT VANDAL RESISTANT LIGHT
POLYCARBONATE
LED
3500K
120
67
SURFACE
2,3
LITHONIA
VAP-BOOOLM-PCL-WD-120-GZLO-35K-80CRI
B
LED POLE MOUNTED PARKING LOT LIGHT
-
LED
4000K
120
191
POLE
2
EATON
GLEON-AF-03-LED-El-T4FT-1200-P
C
LED POLE MOUNTED TENNIS COURT LIGHT
-
LED
5000K
240
610
POLE
2,4
HUBBELL
MA-F-1921_410-50-TC
D
LED POLE MOUNTED PLAYGROUND LIGHT
-
LED
4000K
I MVOLT
1 151
IPOLE
12
LITHONIA
MRP-LED-42C-1000-401(-SITS-MIVOLT
EXH
LED EXIT/COMBO V/ BATTERY BACKUP
ACRYLIC
LED
N/A
1 120
1 4
VARIES
1 1,2,3
ILITHONIA
LHQM-LED-R-SD
EM
DUAL HEAD EMERGENCY FIXTURE
ACRYLIC
LED
N/A
120
6
VARIES
1,2,3
LITHONIA
ELMLT-V-LP06VS-LTP-SD
1. FIXTURE SHALL HAVE BATTERY BACKUP FOR 90 MINUTE ILLUMINATION.
2. OR EQUAL BY COOPER, DAY-BRITE LIGHTING, OR UTHONIA
3. PROVIDE WITH VANDAL RESISTANCE
4. MOUNT AT 20'
PANEL MDP
CKT
LOAD
BKR
LOAD
PH
LOAD
BKR
LOAD
CKT
kVA
kVA
1
UNIT HEATER 1
2012
1.01
A
Z 70
150/2
PANEL T
2
3
1.01
B
8, 30
4
5
UNIT HEATER 2
20/2
1.01
A
3, 24
30/2
WELL PUMP HOUSE ELECTRICAL PANEL
6
7
1101
B
3, 24
8
9
UNIT HEATER 3
20/2
1.01
A
3.24
30/2
SEPTIC PUMP HOUSE ELECTRICAL
PANEL
10
11
1.01
B
3.24
12
13
UNIT HEATER 4
2012
1.01
A
1.11
2011
LIGHTS PARKING LOT SOUTH
14
15
1,01
B
0.76
20/1
LIGHTS - PLAYGROUND
16
17
UNIT HEATER 5
20/2
1.01
A
0.00
SPACE
18
19
1.01
B
0100
SPACE
20
21
PICNIC SHELTER LIGHTS/EXHAUST FAN
2011
1.17
A
0.00
SPACE
22
23
POWER - PICNIC SHELTER - NORTH
20/1
R 54
B
0.00
SPACE
24
25
POWER - PICNIC SHELTER - SOUTH
2011
0.72
A
0.00
SPACE
26
27
WATER HEATER - SHELTER
40/1
4.50
B
0.00
SPACE
28
29
HAND DRYER - MEN' S RESTROOM
20/1
j 1,00
A
0.00
SPACE
30
31
HAND DRYER - WOMEN' S RESTROOM
2011
1,00
B
0.00
SPACE
32
33
HAND DRYER - SINGLE RESTROOM
20/1
1.00
0,00
SPACE
34
35
PLUMBING HEAT TAPE
2011
0.500.00
SPACE
36
37
SPACE
0.00D
rA
00
SPACE
38
39
SPACE
0.000100
SPACE
40
41
SPACE
0.000.00
SPACE
42
kVA
PH
AMPS
24,2
A
202
27.1
B
226
VOLTAGE/PHASE
120/240,1P, 3W
BUS RATING
400A
MAIN CIRCUIT BREAKER RATING
400A MB
AIC RATING
22K
SERVICE ENTRANCE RATED
NO
ENCLBSURE
NEMA i
MOUNTING
SURFACE
NEC ELECTRIC DEMAND SUMMARY 120/24OV;IP,3V
EQUIPMENT
DEMAND
kVA
LOAD kVA
REFERENCE NEC
NOTES/CALCULATIONS
A
B
LIGHTING
125%
2.27
0.76
a 03
220.12
RECEPTACLES ( 10 kVA
100%
2,72
2.04
4.76
220.44
HVAC
100X
5.05
5.05
10.10
--
BASED ON MCA
WATER HEATER
125%
0.00
4.50
4.50
422,13
STORAGE TANK (120 GAL @ 12
SUB -PANELS
IOOX
7.70
8.30
16,00
--
DEMAND kVA PER PHASE
17.74
20.65
DEMAND AMPS PER PHASE
148
172
EXTERIOR LIGHTING ALLOWANCE
PER NC ENERGY CONSERVATION CODE TABLE C405.5, 1(2)
ZONE.,
1
BASE ALLOWANCE;
500
ZONE TYPE
ALLOWANCE
QUANTITY
TOTAL (W)
TRADEABLE AREAS
PARKING AREAS AND DRIVES
0.04
W/FT2
32148
FT2
1285,92
TOTAL ALLOWED,
1785.92
TOTAL SPECIFIED:
1719
m
PANEL T
CKT
LOAD
BKR
PH
LOAD
BKR
Q LOAD
CKT
I
LIGHTS - TENNIS COURT - NE
20/1
A
0.00
SPACE
2
3
B
GOO
4
5
LIGHTS - TENNIS COURT - N
2011
[kV8A
A
0.00
SPACE
6
7
B
0.00
8
9
LIGHTS - TENNIS COURT - NV
20/1
A
0,00
SPACE11
10
B
0. 00
12
13
RECEPTACLES -TENNIS COURT - NE
20/1
A
E I -
4
15
RECEPTACLES - TENNIS COURT - N
20/1
0.72 1
B
0.72r20/
RECEPTACLES - TENNIS COURT - S
16
17
RECEPTACLES - TENNIS COURT - NW
29/1
0.54
A
0.54
RECEPTACLES - TENNIS COURT - SW
1819
LIGHTS - PARKING LOT - NORTH
2011
0,95
B
a 45
TENNIS COURT AREA LIGHTING
20
21
SPACE
0.00
A
0.00
SPACE
22
23
SPACE
0.00
B
0.00
SPACE
24
25
SPACE
0.00
A
0.00
SPACE
26
27
SPACE
0.00
B
D 00
SPACE
28
29
SPACE
0 00
A
0.00
SPACE
30
kVA
PH
AMPS
7.7
A
64
8.3
B
69
VOLTAGE/PHASE
120/240, IP, 3W
BUS RATING
150A
MAIN CIRCUIT BREAKER RATING
150A
AIC RATING
22K
SERVICE ENTRANCE RATED
NO
ENCLOSURE
NEMA 31?
240/120V PUMP CONTROL PANEL CIRCUITS, PANEL TO BE PROVIDED BY PUMP MFG
SEPTIC PUMP
CIRCUIT #
DESCRIPTION
HP
VOLT/PH
BKR SIZE
AVG
EGC
CORD
NOTES
P-1
PUMP #1
2.0
230/1
20/2
#12
#12
1/2'
1
1. CONFIRM MOCP SIZING WITH PUMP MFG
120V PUMP CONTROL PANEL CIRCUITS, PANEL TO BE PROVIDED BY PUMP MFG
CIRCUIT#
DESCRIPTION
HP
VOLT/PH
BKR SIZE
AVG
EGC
COND
NOTES
P-3
LIGHTING
--
12011
2011
#12
#12
1/2'
-
P-4
SERVICE RECEPTACLE
--
12011
20/1
#12
#12
1/2'
-
P-7
SUMP PUMP RECEPTACLE
1/6
120/1
20/1
#12
#12
1/2'
-
P-8
TELEMETRY PANEL
--
12011
20/1
#12
#12
1/2'
-
P-9
RPZ HOT BOX
--
12011
2011
#12
#12
1/2'
-
P-10
DISCHARGE PIPE HEAT TRACE
-
120/1
20/1
#12
#12
1/2'
-
NEC ELECTRIC DEMAND SUMMARY 120/24OV,1P, 3V
EQUIPMENT
TEMANDFACTOR
kVA
LOAD kVA
NEC
REFERENCE
NOTESlCALCIILATIONS
A
B
PUMPS
SEE CODE
1.24
1.24
2.48
220.50
LARGEST MOTOR AT 125% PLUS
SUM IF REMAINING MOTORS
RECEPTACLES
100%
0.50
0.50
1.00
220.44
AUXILIARIES
1 1007.
1,50
1.50
3.00
--
BASED ON MCA
DEMAND kVA PER PHASE
3.24
3.24
DEMAND AMPS PER PHASE
27
27
240/120V PUMP CONTROL PANEL CIRCUITS, PANEL TO BE PROVIDED BY PUMP MFG
WELL PUMP
CIRCUIT It
DESCRIPTION
HP
VOLT/PH
BKR SIZE
AVG
EGC
COND
NOTES
P-1
PUMP #1
2.0
230/1
20/2
#12
#12
1/2'
1
1. CONFIRM MOCP SIZING WITH PUMP MFG
120V PUMP CONTROL PANEL CIRCUITS, PANEL TO BE PROVIDED BY PUMP MFG
CIRCUIT #
DESCRIPTION
HP
VOLT/PH
BKR SIZE
AWG I
EGC
COND
NOTES
P-3
LIGHTING
--
12011
20/1
#12
#12
1/2'
-
P-4
SERVICE RECEPTACLE
-
120/1
20/1
#12
#12
1/?
-
P-7
SUMP PUMP RECEPTACLE
1/6
12011
20/1
#12
#12
112'
-
P-8
TELEMETRY PANEL
--
120/1
2011
#12
#12
112'
-
P-9
RPZ HOT BOX
--
120/1
2011
1 #12
#12
1/2'
-
P-10
DISCHARGE PIPE HEAT TRACE
--
12011
2011
#12
1 #12
112'
-
NEC ELECTRIC DEMAND SUMMARY 120/24OV, IP, 3W
EQUIPMENT
DEMAND TOR
kVA
LOAD kVA
REFRENCE NEC
NOTES/CALCULATIONS
A
B
PUMPS
SEE CODE
1.24
1.24
2 48
220.50
LARGEST MOTOR AT 125% PLUS
SUM BO REMAINING MOTORS
RECEPTACLES
IDOX
0.50
0.50
1.00
220.44
AUXILIARIES
100%
1.50
1.50
3.00
-
BASED ON MCA
DEMAND kVA PER PHASE
3.24
3.24
DEMAND AMPS PER PHASE
27
27
GENERAL ELECTRICAL NOTES I I
GENERAL ELECTRICAL NOTES:
ELECTRONIC BALLAST PERFORMANCE ALL BANS SHALL BE UL LISTED
SYSTEM SHALL NOT BE USED FOR THE SUPPORT OF ELECTRICAL
AND MEET FEDERAL AND STATE EFFICIENCY REQUIREMENTS.
RACEWAY SYSTEMS OR SUPPORT OF COMMUNICATIONS OR DATA SYSTEMS
1.
THE FOLLOWING ABBREVIATIONS SHALL APPLY TO NOTES AND PLANS:
21. All LIGHT FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF THE
WIRING. CONTRACTOR SHALL COMPLY WITH 1613 OF THE NORTH
PC - PLUMBING CONTRACTOR, EC - ELECTRICAL CONTRACTOR,
SUSPENDED CEILING COORDINATE LIGHTING LAYOUT WITH CULING GRID,
CAROLINA GENERAL CONSTRUCTION BUILDING CODE
MC - MECHANICAL CONTRACTOR, GC - GENERAL CONTRACTOR,
MECHANICAL EQUIPMENT, DUCTWORK AND SPRINKLER HEADS AS
34. WHERE CONDUCTORS ARE RUN IN PARALLEL, THE EC SHALL COMPLY
FASC - FIRE ALARM SYSTEM CONTRACTOR.
NECESSARY. SEE REFLECTED COILING PLAN FOR DETAILS. FLUORESCENT
WITH NEC 310.4.
2.
"PROVIDE' MEANS TO FURNISH AND INSTALL THE ELECTRICAL
FIXTURES UTILIZING DOUBLE -ENDED LAMPS MUST HAVE A DISCONNECTING
35. INSTALL ONE (1) 3/4 in FIRE RETARDANT TREATED PLYWOOD BACKBOARD
CONTRACTOR SHALL ALSO INSTALL MATERIALS AND EQUIPMENT FURNISHED
MEANS COMPLYING WITH NEC 410.130(G).
WHERE INDICATED ON THE DRAWINGS FOR THE USE BY THE TELEPHONE
BY OTHERS AND THE GENERAL CONTRACTOR AS REQUIRED.
22. MOUNT LIGHT SWITCHES AT 48 in AFF. MULTIPLE SWITCHES AT SAME
SYSTEM. PROVIDE A 120 VOLT RECEPTACLE ADJACENT TO THE
3.
EC SHALL PROVIDE LABOR, MATERIALS, EQUIPMENT, AND SERVICES
LOCATION SHALL BE UNDER ONE WALL PLATE VERIFY WALL PLATE
TELEPHONE BOARD. GROUND ALL TELEPHONE AND COMMUNICATIONS
NECESSARY AND REASONABLY INCIDENTAL TO INSURE A COMPLETE AND
COLOR AND MATERIAL WITH THE ARCHITECT/OWNER. INSTALL SWITCHES
CIRCUITS PER NEC 800.
OPERATIONAL ELECTRICAL SYSTEM IN ACCORDANCE WITH THESE PLANS
WITH off POSITION DOWN. ALL SWITCHES SHALL BE HEAVY DUTY, IVORY
36. ALL TELEPHONE AND COMMUNICATIONS OUTLETS AND RACEWAYS ARE
AND SPECIFICATIONS. MINOR HEMS, ACCESSORIES, AND DEVICES
PLASTIC WITH TOGGLE HANDLE, RATED 120-277V AC, AND COMPLYING
ROUGH -INS ONLY. EACH TELEPHONE AND COMMUNICATIONS OUTLET
REASONABLY INFERABLE AS NECESSARY FOR THE COMPLETION AND
WITH NEMA WO 6 AND WD 1. SWITCHES SHALL BE BY COOPER WIRING
SHALL BE A 4 in SQUARE BY 2-1/8 in DEEP BOX WITH 3/4 in
PROPER OPERATION OF ANY ELECTRICAL SYSTEM SHALL BE PROVIDED BY
DEVICES, LEVITON MANUFACTURING, PASS & SEYMOUR, OR HUBBELL
KNOCK -OUTS AND A 3/4 in CONDUIT STUBBED FROM THE OUTLET BOX
THE ELECTRICAL CONTRACTOR.
PROVIDE BOX DEVICE PARTITION/DIVIDERS FOR MULTI -GANG BOXES FOR
TO ABOVE THE CULING: PROVIDE A NON-MELALLIC INSULATING BUSHING
4.
WORKMANSHIP SHALL BE IN ACCORDANCE WITH NECA 1 'STANDARD
COMPLIANCE WITH NEC 404.8(B).
ON ALL CONDUITS STUBBED ABOVE THE CEILING. PROVIDE A BLANK
PRACTICE FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING.'
23. ELECTRICAL CONTRACTOR SHALL PROVIDE GFCI RECEPTACLES IN
COVER PLATE ON ALL OUTLET BOXES.
5.
ALL MATERIALS AND EQUIPMENT SHALL BE DELIVERED TO THE SITE AND
KITCHENS, RESTROOMS, OUTDOORS, AND IN SHOP AREAS AS REQUIRED
37. ALL MATERIALS AND EQUIPMENT SHALL COMPLY WITH THE UNDERWRITERS'
UNLOADED BY THE ELECTRICAL CONTRACTOR AT AN APPROVED LOCATION.
BY NEC. REFRIGERATORS AND WATER COOLERS MUST HAVE A DEDICATED
LABORATORIES, INC. STANDARDS OR HAVE UL APPROVAL, OR BEAR UL
THE ELECTRICAL CONTRACTOR SHALL PROTECT ALL MATERIALS AND
GFCI BREAKER. EACH OUTDOOR HVAC UNIT MUST HAVE A GFCI
RE-EXAMINATION USTING WHERE SUCH APPROVAL HAS BEEN
EQUIPMENT FROM BREAKAGE, THEFT, AND THE ELEMENTS. ALL MATERIALS
RECEPTACLE WITHIN 25 FEET FOR SERVICING. GFCI RECEPTACLES SHALL
ESTABLISHED FOR THE TYPE OF DEVICE IN QUESTION.
AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE ELECTRICAL
CONFORM TO UL 943 CLASS A AND UL 498 STANDARDS. RECEPTACLES
38. CONDUCTORS, FUSES, CIRCUIT BREAKERS, AND DISCONNECT SWITCHES
CONTRACTOR UNTIL THE PROJECT HAS BEEN COMPLETED AND TURNED
SHALL BE BY COOPER WIRING DEVICES, LEVITON MANUFACTURING, PASS
SHOWN ON THESE PLANS HAVE BEEN SIZED FOR THE SPECIFIED
OVER TO THE OWNER.
& SEYMOUR, OR HUBBELL ALL RECEPTACLES SHALL BE 125V RATED,
EQUIPMENT, BEFORE ORDERING ELECTRICAL EQUIPMENT, THE ELECTRICAL
6.
THE ELECTRICAL CONTRACTOR SWILL OBTAIN AND PAY FOR ALL PERMITS,
HEAVY DUTY, AND COMPLY WITH NEMA WD 6 AND WD 1.
CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON THE
FEES, AND INSPECTIONS NECESSARY FOR THE COMPLETION OF THE
24. LOCATIONS AND HEIGHTS OF ALL WALL -MOUNTED DEVICES SHALL BE
SITE AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES SHOULD
WORK UNDER THIS CONTRACT.
COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION.
CONDUCTOR, CIRCUIT BREAKER, OR FUSE SIZES REQUIRE CHANGE
7.
DO NOT SCALE THESE DRAWINGS-REFR TO ARCHITECTURAL SHEETS FOR
25. GROUNDING AND BONDING SHALL BE PER NEC ARTICLE 250. THE
39. ELECTRICAL CONTRACTOR SHALL INSTALL DISCONNECT SWITCHES IN SIGHT
DIMENSIONS.
RACEWAY SYSTEM SHALL NOT BE RELIED UPON FOR GROUNDING
OF ALL HARDWIRED EQUIPMENT AND APPLIANCES OR PROVIDE BREAKERS
8.
TRADE NAMES AND MANUFACTURERS ARE SPECIFIED TO ESTABLISH A
CONTINUITY. A GREEN EQUIPMENT GROUNDING CONDUCTOR, SIZED PER
CAPABLE OF BEING LOCKED IN THE OPEN POSITION PER NEC 422.31.
QUALITY STANDARD. SUBSTITUTIONS SHALL BE PERMITTED IF APPROVE)
NEC TABLE 250-122, SHALL BE RUN IN ALL POWER RACEWAYS. FOR
FOR MOTOR DRIVEN APPLIANCES, PROVIDE A DISCONNECTING MEANS PER
BY THE ENGINEER PRIOR TO INSTALLATION. ALL LISTED MODEL NUMBERS
NON -ISOLATED GROUND CIRCUITS PROVIDE ONE EQUIPMENT GROUNDING
NEC 422.31 AND 430 PART IX WHERE AN INDIVIDUAL DISCONNECT
SHALL BE VERIFIED WITH THE MANUFACTURER FOR PROPER APPUCATON
CONDUCTOR PER CONDUIT RUN. FOR ISOLATED GROUND CIRCUITS,
SWITCH, CIRCUIT BREAKER, STARTER, ETC, IS SHOWN ON THE PLANS
OF EQUIPMENT.
PROVIDE ONE NEUTRAL AND ONE ISOLATED GROUND WIRE FOR EACH
ADJACENT TO ITS LOAD AND NOT LOCATED ON A WALL, PROVIDE
9.
THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING
CIRCUIT; IN ADDITION, PROVIDE ONE EQUIPMENT GROUNDING CONDUCTOR
NECESSARY MATERIALS AND LABOR TO SUPPORT THE DEVICE.
TO BECOME FAMILIAR WITH EXISTING CONDITIONS. THE ELECTRICAL
PER CONDUIT RUN. MAN BONDING JUMPERS AND SYSTEM BONDING
40. ELECTRICAL CONTRACTOR SHALL FIELD IDENTIFY ALL SWITCH BOARD,
CONTRACTOR SHALL CONTACT THE ENGINEER TO RESOLVE ANY
JUMPERS SHALL BE INSTALLED IN ACCORDANCE WITH 250.28 OF THE
PANEL BOARDS, CONTROL PANELS, METER SOCKETS, ETC., TO WARN
DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE PLANS. THE
NEC. FOR BUILDINGS OR STRUCTURES SUPPLIED BY FEEDERS OR
QUALIFIED PERSONS OF POTENTIAL ELECTRICAL ARC FLASH HAZARDS PER
ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES PRIOR
BRANCH CIRCUITS, GROUNDING AND BONDING SHALL BE IN ACCORDANCE
110,16 OF NEC.
TO THE START OF CONSTRUCTION.
WITH 250.32. SEPARATELY DERIVED AC SYSTEMS SHALL BE GROUNDED IN
41. ELECTRICAL CONTRACTOR SHALL PROVIDE NAMEPLATES FOR
10.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY
ACCORDANCE WITH 250.30. RESISTANCE TO GROUND SHALL NOT EXCEED
IDENTIFICATION OF ALL EQUIPMENT, SWITCHES, PANELS, ETC. THE
DISCONNECTS, SWITCHES, RECEPTACLES, TERMINALS, ETC, UNDER THE
25 OHMS; ADDITIONAL GROUNDING ELECTRODES SHALL BE INSTALLED PER
NAMEPLATES SHALL BE LAMINATED PHENOLIC PLASTIC, BLACK FRONT,
ELECTRICAL BID AND SHALL INCLUDE ALL NECESSARY CIRCUITS AND
250.56 AS NECESSARY.
AND BACK WITH WHITE CORE, WHITE ENGRAVED LETRRS (1/4 in
CONNECTIONS TO THE EQUIPMENT PROVIDED BY ALL SUPPURS, UNLESS
26. THE ELECTRICAL CONTRACTOR SHALL ALSO COORDINATE WITH THE
MINIMUM) ETCHED INTO THE WHITE CORE. ELECTRICAL CONTRACTOR
NOTED OTHERWISE BY OTHER DISCIPLINES.
GENERAL CONTRACTOR REGARDING THE BONDING OF THE FOOTING
SHALL PROVIDE A TYPE WRITTEN DIRECTORY CARD THAT ACCURATELY
11.
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SERVICE ENTRANCE
REBAR, SO THAT IT WILL BE IN PLACE AND READY AT TIME OF FOOTING
IDENTIFIES CIRCUITS INSIDE EACH PANE.. HANDWRITTEN LABELS ARE NOT
EQUIPMENT, SUB PANELS, AND OTHER ELECTRICAL DISTRIBUTION
INSPECTION.
ACCEPTABLE
EQUIPMENT AS NECESSARY FOR A COMPLETE INSTALLATION. ELECTRICAL
27. ALL CONDUIT, FITTINGS, COUPLINGS, AND SUPPORTS SHALL BE PROVIDED
42. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL
CONTRACTOR SHALL COORDINATE WITH UTILITY REGARDING SERVICE AND
BY THE ELECTRICAL CONTRACTOR CONDUIT FIRINGS AND COUPLINGS
CONTRACTOR TO ENSURE THE FOLLOWING MATERIALS ARE RECYCLED
METERING DETAILS. PRIOR TO ORDERING EQUIPMENT, THE ELECTRICAL
SHALL BE BY APPLETON, RACO, OR 0-Z/GEDNEY. COUPLINGS SHALL BE
DURING THE CONSTRUCTION PHASE OF THE PROJECT: LIGHT FIXTURES,
CONTRACTOR SHALL OBTAIN THE AVAILABLE FAULT CURRENT OR
THREADED, SET -SCREW, OR COMPRESSION TYPE. INDENTER OR CRIMP
INCLUDING PROPER DISPOSAL OF BALLASTS, FLUORESCENT UGHT BULBS,
TRANSFORMER SIZE AND IMPEDANCE FROM THE UTILITY AND CONTACT
TYPE ARE NOT PERMITTED. CONDUIT FITTINGS AT ALL ELECTRICAL BOXES
AND TRANSFORMERS, PARING AND ELECTRICAL EQUIPMENT, AND
THE ENGINEER IF THE VALUE EXCEEDS THE EQUIPMENT SPECIFIED.
INCLUDING PULL, JUNCTION, AND OUTLET BOXES, SHALL HAVE INSULATED
INSULATION. WASTE MATERIALS CONTAINING LEAD, ASBESTOS, PCBs
PANEL BOARDS AND SWITCH BOARDS SHALL BE SQUARE D,
THROATS TO PREVENT INSULATION SCORING. DIE CAST FITTINGS ARE NOT
(FLUORESCENT LAMP BALM), OR OTHER HARMFUL SUBSTANCES
CURER -HAMMER, SIEMENS, OR GE BUSES SHELL BE COPPER UNLESS
PERMITTED
SHALI. BE HANDLED AND DISPOSE) OF IN ACCORDANCE WITH FEDERAL
OTHERWISE APPROVED BY THE ENGINEER. RECESSED PANEL BOARDS
28. CONCEAL ALL CONDUIT EXCEPT IN MECHANICAL ROOMS OR UNFINISHED
AND STATE LAWS AND REQUIREMENTS CONCERNING HAZARDOUS WASTE.
SHALL BE INSTALLED FLUSH WITH THE WALL FINISH. METER BASES
AREAS AS NOTED; USE EAT CONDUIT FOR ALL BRANCH CIRCUITS AND
43. ALL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE, 2018
SHALL COMPLY WITH THE UI1UTY'S SPECIFICATIONS AND SHALL BE
FEEDERS INSIDE THE BUILDING. TYPE MC CABLE AND TYPE AC CABLE
STATE BUILDING CODE, AND ALL APPLICABLE LOCAL CODES.
MOUNTED AT A HOGHT APPROVED BY THE UTILITY. ALL EQUIPMENT
MAY BE INSTALLED WITHIN WALLS IF ALL NEUTRAL WIRES, ISOLATED
IDENTIFIED FOR SOME ENTRANCE USE SHALL BE SO LABELED AND UL
GROUND WIRES, AND EQUIPMENT GROUND WIRES AS LISTED ABOVE ARE
LISTED FOR SUCH USE ELECTRICAL CONTRACTOR SHALL INSTAL ALL
CONTAINED IN THE CABLE ax TYPE NM CABLE MAY BE USED FOR
ELECTRICAL EQUIPMENT WITH CLEARANCES PER NEC 110.26.
INTERIOR BRANCH CIRCUITS IN NORMALLY DRY LOCATIONS SUBJECT TO
ELECTRICIAN SHALL PERMANENTLY LABEL. EQUIPMENT PER NEC 110.24.
THE RESTRICTIONS OF NEC 334.10 AND 334.12. TYPE NM CABLE
12.
ENCLOSED SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE BY SQUARE D,
CONDUCTORS SHALL BE DRATED PER NEC 334.80. '# FLEXIBLE
EATON, OR GE. ENCLOSED SWITCHES SHALL HAVE A HANDLE LOCKABLE
CONNECTIONS TO MOTORS AND OTHER EQUIPMENT SHALL BE MADE
IN THE OFF POSITION AND SHALL HAVE A HANDLE INTERLOCKED TO
USING WEATHERPROOF FLEXIBLE CONDUIT. FOR LAY -IN LIGHT FIXTURES,
PREVENT OPENING THE FRONT COVER WHILE IN THE ON POSITION.
USE MAXIMUM OF SIX (6) FEET OF FLEXIBLE MC CABLE (OR THE
ENCLOSED SWITCHES OF THE FUSIBLE TYPE SHALL BE FUSED 1N
FLEXIBLE CONDUIT PROVIDED BY THE FIXTURE MANUFACTURER).
ACCORDANCE WITH NAMEPLATE DATA WBH DUAL ELEMENT TYPE FUSES
SCHEDULE 40 PVC CONDUIT MAY USED FOR THE SECONDARY
BY BUSSMAN, LEIIELFUSE, OR WORSEN.
UNDERGROUND SERVICE, UNDERGROUND TELEPHONE SERVICE, AND
13.
OCCUPANCY SENSORS SHALL BE BY WATTSTOPPR, LUTRON, LEVTTON,
BRANCH AND FEEDER CIRCUITS UNDER SLAB OR EXTERIOR TO THE
SENSOR SWITCH, HUBBEU., OR APPROVED EQUAL
BUILDING. EXPOSED EXTERIOR CONDUIT SHALL BE SCHEDULE 80 PVC.
14.
CIRCUIT BREAKERS SHALL BE MOLDED -CASE; THERMAL MAGNETIC TYPE
ALL UNDERGROUND RACEWAYS SHALL BE IDENTIFIED WITH UNDERGROUND
WITH QUICK -MAKE, QUICK -BREAK MECHANISM, COMMON TRIP ON
UNE MARKING TAPE 6-8 in BELOW GRADE DIRECTLY ABOVE THE
MULTI -POLE BREAKERS, AND UL LISTED FOR BOTH COPPER AND
RACEWAY. PROVIDE PULL WIRE IN EMPTY CONDUOS. UPSIZE CONDUIT
ALUMINUM CONDUCTORS. CIRCUIT BREAKERS IN PANELS SHALL BE
FROM MINIMUM SIZE AS NECESSARY FOR LONGER PULLS. UNDERGROUND
SERIES RATED WITH THE MAN BREAKER, FULLY RATED FOR THE SYSTEM,
RACEWAYS THAT STUB INTO THE BOTTOM OF SWITCHBOARDS, OUTDOOR
OR SERIES RATED WITH THE BREAKER FEEDING THE PANEL FROM THE
TRANSFORMERS, GENERATORS, ETC., SHAl RISE AT LEAST 2 in ABOVE
FACTORY.
THE FINISHED SLAB TO PREVENT WATER FROM DRAINING INTO THE
15.
EC SHALL RENEW THE MECHANICAL PLANS TO ESTABLISH POINTS OF
RACEWAYS. RACEWAYS THAT PENETRATE EXTERIOR WAITS OR INTERIOR
CONNECTION AND THE EXTENT OF THE ELECTRICAL WORK TO BE
PARTITIONS SEPARATING SPACES THAT WILL BE AT SIGNIFICANTLY
PROVIDED IN THE CONTRACT. AL CIRCUIT BREAKERS FEEDING HVAC
DIFFERENT TEMPERATURES SRNL BE SEALED IN ACCORDANCE WITH
EQUIPMENT SHALL BE HACR BREAKERS. ALL BRANCH CIRCUIT
300.5(G), 3DO.7(A), AND 300.50(E) OF THE NEC. ROUTE CONDUIT IN
CONDUCTORS SHALL BE MINIMUM 112 AWG IN 3/4 in CONDUIT. EACH
AND UNDER SLAB FROM POINT-TO-POINT. ROUTE EXPOSED CONDUIT
MULTI -WIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS TO
AND CONDUIT INSTATED ABOVE ACCESSIBLE CEILINGS PARALLEL AND
SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE
PERPENDICULAR TO WALLS. COMPLETELY AND THOROUGHLY SWAB ALL
SOURCE PER NEC 210.4(B). GROUP ALL CONDUCTORS OF EACH
RACEWAYS BEFORE INSTALLING WIRE. PULL ALL CONDUCTORS INTO EACH
MULTI -WIRE BRANCH CIRCUIT PER 210.gD) WITH WIRE TIES OR SIMILAR
RACEWAY AT ONE TIME. USE A SUITABLE WIRE PULUNG LUBRICANT FOR
MEANS. DO NOT EXCEED THREE HOMERUNS PER CONDUIT. DO NOT
BUILDING WIRE 14 AWG AND LARGER.
INSTALL ISOLATED GROUND AND NON -ISOLATED GROUND CIRCUITS IN
29. CABLES, RACEWAYS, OR BOXES, INSTALLED IN EXPOSED OR CONCEALED
THE SAME CONDUIT. INSTAL CONDUCTORS OF DIFFERENT VOLTAGES IN
LOCATIONS UNDER METAL -CORRUGATED SHEET ROOF DECKING, SHALL BE
SEPARATE CONDUITS.
INSTALLED AND SUPPORTED SO THERE IS NOT LESS THAN 1-1/2 in
16.
ALL WIRE, CONNECTORS, TERMINALS, AND LUGS SHALL BE PROVIDED BY
MEASURED FROM THE LOWEST SURFACE OF THE ROOF DECKING TO THE
THE ELECTRICAL CONTRACTOR. WHERE CONDUCTORS ARE RUN IN
TOP OF THE CABLE, RACEWAY, OR BOX. A CABLE, RACEWAY, OR BOX
PARALLEL, LUGS SHAI BE LISTED FOR PARALLEL CONDUCTORS. PUSH
SHALL NOT BE INSTALLED IN CONCEALED LOCATIONS IN
WIRE CONNECTORS ARE NOT ALLOWED FOR BUILDING WIRE PUSH
METAL -CORRUGATED, SHEET DECKING -TYPE ROOF. SEE NEC 300.4(E).
CONNECTORS ARE ONLY ALLOWED, WHEN APPROVED, AS PART OF
30 EMT SHALL BE MANUFACTURED IN ACCORDANCE WITH AMRICAN NATIONAL
MANUFACTURED LISTED PRODUCTS. ALL WIRE SHALL BE INSTATED IN
STANDARDS INSTHUIE-AMRICAN NATIONAL STANDARD FOR STEEL
CONDUIT UNLESS SPECIFICALLY NOTED OTHERWISE
ELECTRICAL METALLIC TUBING (EMT), ANSI CBO.3 AND UL 797. RIGID
17.
THE INSULATION TYPE FOR INTERIOR PARING SHALL BE DUAL RATED
METAL CONDUIT SHALL BE MANUFACTURED IN ACCORDANCE WITH
1HHN/THWN OR XHHW, Al WIRING INSTATED BELOW GRADE OR IN
ANSI-AMERICAN NATIONAL STANDARD FOR ELECTRICAL RIGID STEEL
MOIST OR WET LOCATIONS SHAM HAVE TYPE TIM OR XHHW
CONDUIT (ERSC), ANSI C80.1 AND UL 6. INTERMEDIATE META: CONDUIT
INSULATION. INSULATION VOLTAGE RATING SHAM BE 600 VOLTS AND A
SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI-AMERICA N
MINIMUM TEMPERATURE RATING OF 76C. CONDUCTORS SHALL BE SOLID
NATIONAL STANDARD FOR INTERMEDIATE META CONDUIT ANSI C80.6 AND
OR STRANDED COPPER FOR #10 AWG AND #12 AWG, AND STRANDED
UL 1242.
COPPER FOR 18 AWG AND LARGER SIZES. Al WIRING AND CABLE
31. META CONDUIT SHALL BE BY AHED TUBING & CONDUIT, BECK
SHALL BE UL LISTED. ALL TERMINATIONS AND DEVICES SHALL BE RATED
MANUFACTURING, INC, OR WHEATLAND TUBE COMPANY. FLEXIBLE METAL
FOR USE WITH 75C CONDUCTORS. FINAL CONNECTIONS TO ALL MOTORS
CONDUIT, LIQUID -TIGHT FLEXIBLE META CONDUIT, AND NONMETATIC
AND EQUIPMENT SUBJECT TO VIBRATION OR MOVEMENT SHALL BE MADE
CONDUIT SHALL BE BY AFC CABLE SYSTEMS, INC, EECTRI-FLEX
WITH STRANDED COPPER CONDUCTORS. CONDUCTORS SHALL BE BY
COMPANY, OR INTERNATIONAL META_ HOSE.
CERRO WIRE, INC, INDUSTRIAL WIRE & CABLE, INC, OR SOUTHWIRE
32. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL OUTLET, JUNCTION,
COMPANY.
PULL BOXES, FITTINGS, AND SUPPORTS. Al OUTLET AND JUNCTION
18.
JOINTS IN SOLID CONDUCTORS SHALL BE SPLICED USING IDEAL'VARE
BOXES SHALL BE GALVANIZE) STET TYPE BY APPLETON, STEEL CITY,
NUTS', 3M "SCOTCH LOCK', OR T&B "PIGGY' CONNECTORS IN JUNCTION
OR RACO. EXTERIOR BOXES SHALL BE TYPE IS. VAPORTITE BOXES
BOXES, OUTLET BOXES, AND LIGHTING FIXTURES. JOINTS IN STRANDED
SHALL BE TYPE GS. WHERE SURFACE MOUNTED BOXES ARE USED,
CONDUCTORS StW1 BE SPLICED BY APPROVED MECHANICAL
THOSE BOXES AND THEIR FACEPLATES SHALL HAVE ROUNDED CORNERS.
CONNECTORS AND GUM RUBBER TAPE OR FRICTION TAPE. SOLDRLESS
BOXES INSTALLED IN FLOORS SHALL BE RATED FOR THE APPUCATION.
MECHANICAL CONNECTORS FOR SPUCES AND TAPS, PROVIDED WITH UL
MOUNT JUNCTION AND OUTLET BOXES FLUSH WITH FINISH SURFACES
APPROVED INSULATING COVERS, MAY BE USED INSTEAD OF MECHANICAL
UNLESS OTHERWISE NOTED. WHERE MOUNDING HEIGHTS ARE GIVEN, THEY
CONNECTORS PLUS TAPE IN ALL CASES, CONDUCTORS SHALL BE
SHALL BE MEASURED FROM THE FINISHED FLOOR TO THE CENTER OF
CONTINUOUS FROM OUTLET TO OUTLET AND NO SPLICING SHALL BE
THE BOX. ALL BOXES SHALL BE SIZED PER NEC ARTICLE 314. AL
MADE EXCEPT WITHIN OUTLET OR JUNCTION BOXES, TROUGHS, OR
OUTLET AND JUNCTION BOXES SHALL HAVE A COVER PLATE, PROVIDED
GUTTERS. WHERE CONCENTRIC, ECCENTRIC, OR OVERSIZED KNOCKOUTS
BY THE ELECTRICAL CONTRACTOR. OUTLET BOXES IN RATED WALLS SHALL
ARE ENCOUNTERED, A GROUNDING TYPE INSULATED BUSHING SHALL BE
BE INSTATED IN ACCORDANCE WITH NORTH CAROLINA BUILDING CODE
PROVIDED.
712.3.2 (MAXIMUM BOX SIZE IS 16 SQUARE in AND MAXIMUM OF SIX
19.
COLOR CODE CONDUCTORS PER NEC. FEEDERS SHALL BE IDENTIFIED IN
(6) BOXES PER 1DO SQUARE FEET). INSTAL OUTLET BOXES IN RATED
ACCORDANCE WITH NEC 215.12. USE BLACK AND RED FOR PHASES A
WALLS SUCH THAT OPENINGS OCCUR IN ONE SIDE ONLY WITHIN ANY
AND B RESPECTIVELY ON 120/240 VOLT SINGLE-PHASE SYSTEMS AND
GIVEN STUD SPACE, ALL CLEARANCES BETWEEN THE OUTLET BOX AND
WHITE FOR THE NEUTRAL THIS IDENTIFICATION SHALL BE MADE AT EACH
THE GYPSUM BOARD SHALL BE FILLED WITH JOINT COMPOUND OR OTHER
POINT WHERE A CONNECTION IS MADE. COLORS SHALL BE FACTORY
APPROVE) ARE STOP MATERIAL FLUSH MOUNTED JUNCTION BOXES IN
APPLIED FOR CONDUCTORS j)6 AWG AND SMALLER. Al EQUIPMENT
ADJACENT ROOMS SHALL NOT BE MOUNTED BACK-TO-BACK. SURFACE
GROUNDING CONDUCTORS SHALL BE GREEN IN COLOR AND MINIMUM #12
MOUNTED FIXTURES SHALL BE FED THROUGH FLUSH MOUNTED 4X4
AWG: THE EC SHALL PROVIDE PLENUM RATED CABLE FOR ANY
OCTAGONAL OR SQUARE BOXES.
ELECTRICAL, TELEPHONE, COMMUNICATION, OR OTHER CABLE THAT
33. ALL CONDUIT, BOXES, AND ELECTRICAL EQUIPMENT SHALT. BE FIRMLY
ENTERS CEILING RETURN PLENUMS.
AND SECURELY FASTENED TO OR SUPPORTED FROM THE BUILDING
20. ALL LUMINAIRES SHALL BE LISTED. LUMINAIRES IN WET OR DAMP
STRUCTURAL MEMBERS OR EMBEDDED 1N CONCRETE OR MASONRY.
LOCATIONS SHALL BE MARKED AS SUITABLE FOR THE RESPECTIVE USE
ELECTRICAL SUPPORTS SHALL NOT BE ATTACHED TO DUCTWORK, PIPING,
EMERGENCY LIGHTING SHALL BE INSTALLED AS SHOWN. FINAL LOCATIONS
OR THEIR SUPPORTS. HANGERS SHALL BE CATALOG ITEMS COMPATIBLE
OF ALL EXIT AND EMERGENCY LIGHTS SHALL BE VERIFIED WITH THE
WITH AND SUITABLE FOR THE INTENDED USE. FOR META ROOF DECK
BUILDING INSPECTOR PRIOR TO INSTALLATION. ALL FLUORESCENT
INSTALLATIONS, 1 in EMT CONDUIT MAXIMUM AND 4 in JUNCTION BOXES
FIXTURES SHALL HAVE ELECTRONIC BALLASTS MEETING ANSI C8111 FOR
MAXIMUM MAY BE SUPPORTED BY DECKING. THE SUSPENDED CEILING
ENERAL ELECTRICAL NOTES
BAXTER ARMISTEAD
ARCHITECTURE, PC
206 Heritage Trade Drive, Suite 112
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
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4/15/19
No.
Issued
Date
KE Project No:19023 Drawn By: m
Client/. Project
Granville County
GAP III
Picnic Shelter &
Bath House
sheet Title
ELECTRICAL NOTES &
SCHEDULES
2 Project No-
o Seale
AS NOTED
Revision Drawing No.
E-1

POWER PLAN SHELTER - SCALE: 1/4" = 1' 0"2KilianInc.Michael W. Kilian, PE
EngineeringPlumbing Mechanical
Electrical Fire Alarm
[e-mail]
P.O. Box 3301, 115-C Young Street
Henderson North Carolina 27536
P 252.438.8778 F 252.438.8741
Corporate License C-2277LIGHTING PLAN SHELTER - SCALE: 1/4" = 1' 0"1
0 0
0 HEX PLAN NOTES
1. PANEL T TO BE LOCKABLE
2. RECEPTACLE TO BE MOUNTED ON FENCE POLE
3. RECEPTACLE TO BE MOUNTED ON LIGHT POLE
4: RECEPTACLE TO BE MOUNTED ON e X 6° TREATED LIGHT
POLE 1' ABOVE GRADE
5. NO LIGHTING FOR LOWER COURTS
0
0 T-20
D )z�
PLAN NOTES
1. ALL TENNIS COURT LIGHTS TO BE RUN THROUGH
DAYLIGHT PHOTOEYE AND WIH CONTROLS
2. TENNIS COURT LIGHTS TO BE POLE MOUNTED AT 20'
3. ALL TENNIS COURT RECEPTACLES TO BE GFCI AND
WEATHERPROOF
BAXTER ARMISTEAD
ARCHITECTURE, PC
206 Heritage Trade Drive, Suite 11
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
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1 USIA R PRE M ■G MO 7/17/19
No. Revision Date
8 MM FOR WISIRIM 4/15/19
No. issued Date
KE Project No:19023 Drawn By: ,81
Client/ Project
Granville County
GAP III
Picnic Shelter &
Bath House
Sheet r le
TENNIS COURT ELECTRICAL PLAN
IS COURT ELECTRICAL PLAN - SCALE: 1/1611 = 11 011 I I Project No. Scale
AS NOTED
Revision Drawing No.
E-3

1.6
+1.9
+1.2\
+1.5
+2.3
1.4
+2.0
1.6
+1.4
1.6
+1.2
+1.7 +2.1
1.7
1.9
7
1
+39.0 +39.6 +39.7 +40.4 +43.5 +42.9 +37.0 +41.4
+46.0 +38.5 +42.2 +41.6 +41.8 +40.4 +34.9 +49.6
41.7
46.4
51.3
56.4
+59.2
+54.9
52.5
49.3
45.3
+45.1
+53.7
55.6
60.3
+56.2
54.8
+47.7
55.2
+57.8
59.9
+63.0
+61.8
58.2
54.8
54.8
+51.8
+61.3
+54.6
63.7
63.3
+63.7
+58.9
+56.7
+49.6
+42.2 +35.9 +43.0 +42.2 +41.7 +42.3 +38.9 +57.2
+35.6 +40.4 +44.8 +42.8 +40.6 +40.7 +38.4 +43.5
}
i
+
45.4
40.0
44.1
43.7
47.2
46.9
38.9
42.1
}
+
+
;
}
+
56.8
40.7
44.7
48.1
46:7
43.6
36.7
50.5
50.7
54.3
59.2
+62.8
+64.5
+60.9
59.9
+57.5
+55.7
+51.4
62.4
62.6
+66.1
+62.0
62.2
+54.7
56.2
+58.7
80.9
+64 3
63.1
59.3
+55.7
+52.8
62.3
55.5
+64.8
+64.6
+65.1
60.1
57.7
50.6
+
+
+
+
+
+
+
+
52.4
37.6
44.4
47.1
46.7
45.4
40.6
58.2
+
+
+
+
+
+
+
+
41.3
39.5
47.6
48.0
44.7
44.4
40.2
44.3
+ ; + + + + +
44.7 38.2 40.3 38.7 42.2 44.0 39.8 35.6
+55.8 +39.0 +41.7 +41.2 +41.7 +42.3 +35.2 +40.4
49.7
+53.4
58.2
+61.5
+63.2
+59.8
59.0
+56.4
+54.6
+50.5
61.3
61.3
+64.7
+60.8
+61.3
+53.7
48.0
+51.5
+54.9
59.0
+56.7
+51.4
47.6
43.9
51.1
+49.3
+57.7
+59.1
58.5
52.3
49.4
42.7
+51.4 +35.8 +41.3 +42.1 +42.1 +43.0 +38.4 +46.5
40.5 37.7 + + + + 43.7 44.1 41.2 40.4 39.8 38.4
LIGHTING PHOTOMETRIC
AREA
AVERAGE FC
MAXIMUM FC
MINIMUM FC
AVG/MIN FC
MAX/MIN FC
TENNIS COURT ME
50.0
63.7
34.9
1.4 I 1
1.8 : 1
TENNIS COURT N
53.9
66.6
36, 7
1.5 I 1
L 8: I
TENNIS COURT NV
50.0
64.7
35.2
1.4 1
L 8: 1
NOTES
1. PER REVISIONS, SHEETS 5 AND 6 REMOVE) FROM SET
An
BAXTER ARMISTEAD
ARCHITECTURE, PC
206 Heritage Trade Drive, Suite 11'
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
Seals
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2 OM OWM
No.. Revision Date
0 SM FOR C%61RWU 4/15/19
Na. Issued Date
XE Project No:19023 Drawn e1: M
Client/ Project
Granville County
GAP III
Picnic Shelter &
Bath House
Sheet Title
TENNIS COURT PHOTOMETRIC
TENNIS COURT PHOTOMETRIC - NOT TO SCALE I I Project No. scale
AS NOTED
Revision Drawing No.
E4

A
1®=WMDP-16
! WD W W W
6.
W
I W i
i W W Y
D
r
\ \ W W W W
\ ❑ MDP-16 W y W
y W W W
' W Y
� W
W
W W
W W
W W
W W
W W
W W
W W
W
I ��a
0 HEX PLAN NOTES
1. POLE MOUNT ALL PLAYGROUND LIGHDNG AT 15
0
A�
PLAYGROUND LIGHTING PLAN — SCALE: 1/16" =
WA
LIGHTING
PHOTOMETRIC
AREA
AVERAGE FC
MAXIMUM FC
MINIMUM FC
AVG/MIN FC
PLAYGROUND
1.8
4, 6
0.2
9. 0: I
40w-
BAXTER ARMISTEAD
ARCHITECTURE, PC
206 Heritage Trade Drive, Suite 112
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
P RNE�q'
Z
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0 �Q
CARS
Engineering
Inc.
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61
N �2
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2 OM CNNlGES 8/15/19
1 USIA R PRE BID IIM CRINGES 7/17/19
No. Revision Dote
0 SM FOR CUMRUCII@1 4/15/19
No. Issued Date
NE Project No:19023 Drawn By: MF
Client/ Project
Granville County
GAP III
Picnic Shelter &
Bath House
Shed Title
ELECTRICAL PLAYGROUND PLAN
PLAYGROUND PHOTOMETRIC NOT TO SCALE 12 Proj--t No- Scale
Revision Drawing No.
- E-7

SITE ELECTRICAL PLAN - NOT TO SCALE1KilianInc.Michael W. Kilian, PE
EngineeringPlumbing Mechanical
Electrical Fire Alarm
[e-mail]
P.O. Box 3301, 115-C Young Street
Henderson North Carolina 27536
P 252.438.8778 F 252.438.8741
Corporate License C-2277
FEED BY
UNLNY
2 SEIS
2 1/2° CONDUIT
3 - 3/0 Cu
1 - 3/0 Cu NETURAL
NEW
METER
120/240V
10, 34W
400A
NEMA 31?
2 3EIS
2 1/2° CONDUIT
3 - 3/0 Cu
1 - 3/0 Cu NETURAL
1 - 13 Cu GROUND
NEW
PANEL MOP
120/240V
10, 3W
400A MB
NEMA 1
TBD AVAILABLE
FAULT CURRENT
—_ SEE GROUNDING
BAR DETAIL
—�2 1/2' CONDUIT
3 - 2/0 Cu
1 - 2/0 Cu NETURAL
1 - #6 Cu GROUND
NEW
PANEL T
120/240V
10, 3W
150A MB
NEMA 31?
TBD AVALABLE
FAULT CURRENT
J BOX
2'X2'X12°DEEP
RUN ALL TENNIS COURT
LIGHTS CIRCUITS TO J
BOX. LEAVE 1' STACK IN
ALL CONDUCTORS Q
E.C. MUST PROVIDE ENGINEER WITH UTILITY TRANSFORMER INFORMATION AND ELECTRICAL EQUIPMENT FINAL LOCATIONS
FOR FAULT CURRENT CALCULATIONS
PRIOR TO ORDERING ELECTRICAL EQUIPMENT
NEW
PANEL W
(WELL PUMP HOUSE)
120/240V
10, 3W
30A MB
NEMA 313
TBD AVAILABLE
FAULT CURRENT
2° CONDUIT
3-12Cu
1 - 12 Cu NETURAL
1 - 16 Cu GROUND
2' CONDUIT
3-12Cu
1 - 12 Cu NETURAL
1 - 16 Cu GROUND
NEW
PANEL S
(SEPTIC PUMP HOUSE)
120/240Y
10, 3W
30A MB
NEMA 31?
TBD AVAILABLE
FAULT CURRENT
RISER - NOT TO SCALE I I
ON
0 fii?
0, 'P
NOTE:
NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO
THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL
APPURTENANCES SHALL BE PERMITTED TO BE
INSTALLED IN OR PASS THROUGH THE DEDICATED
SPACES SHOWN ABOVE WITHOUT THE WRITTEN
PERMISSION OF THE DESIGN ENGINEER AND THE
AUTHORITY HAVING JURISDICTION.
STRUCTURAL CEILING
SUSPENDED CEII
- LIGHT FIXTURE
— WALL
PANEL
PLANE OF FRONT
EDGE OF PANEL
EXCLUSIVELY DEDICATED SPACE
NOTE: WHERE THE CONDITIONS ARE AS FOLLOWS
CONDITION 1 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE
AND NO LIVE OR GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING
SPACE, OR EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE
THAT ARE EFFECTIVELY GUARDED BY INSULATING MATERIALS.
CONDITION 2 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE
AND GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE.
CONCRETE, BRICK, OR TILE WALLS SHALL BE CONSIDERED AS GROUNDED.
CONDITION 3 - EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING
SPACE.
nrn,n.+rn nrnm,nu nn.nr ES THROUGH
THE NEC
STRUCTURAL CEILING
NDED CEILING
FIXTURE
ISNELY DEDICATED SPACE
WALL
110
,LUSIVELY DEDICATED SPACE
NOTE: THIS FIGURE ILLUSTRATES THE ADDITIONAL EXCLUSIVELY
DEDICATED SPACE REQUIRED OVER AND UNDER THE PANELBOARD BY
110.26(E) OF THE NATIONAL ELECTRIC CODE.
NOTE: THIS FIGURE ILLUSTRATES THE WORKING SPACE
IN FRONT OF THE PANELBOARD REQUIRED BY 110.26
OF THE NATIONAL ELECTRIC CODE.
TABLE 110,26(A)(1) WORKING SPACE
VOLTAGE TO GROUND, NOMINAL
MINIMUM CLEAR DISTANCE (FEET)
CONDITON 1
2
3
0-150
3
3
3
151-600
3
1 3-1/2
4
BAXTER ARMISTEAD
ARCHITECTURE, PC
206 Heritage Trade Drive, Suite 112
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
P
REQUIRED CLEARANCES NO SCALE 12
- AS N01NOTEDRevision Drawing No.
_ E-9