S21-03 Site Drawings 7.16.21PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:B7/15/21REVISIONT-1SCOPE OF WORKPROPOSED WORK WILL CONSIST OF PREPARATION AND INSTALLATION OFCELLULAR COMMUNICATION COMPOUND. CONSISTING OF GRADING SITEWORK AND POURING OF CONCRETE FOUNDATIONS FOR CELLULAREQUIPMENT & TOWER WHERE ALL WORK SHALL BE CONTAINED WITHINSUBJECT PROPERTY LINES.CODESALL CONSTRUCTION SPECIFIED ON DOCUMENTS SUBMITTED FOR BUILDINGPERMIT SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING &ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENTEDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AUTHORITIES :·2018 INTERNATIONAL BUILDING CODE W/ NC AMENDMENTS·2018 INTERNATIONAL FIRE CODE W/ NC AMENDMENTS·2018 INTERNATIONAL PLUMBING CODE W/ NC AMENDMENTS·2018 INTERNATIONAL MECHANICAL CODE W/ NC AMENDMENTS·2009 INTERNATIONAL ENERGY CONSERVATION CODE·2017 NATIONAL ELECTRICAL CODE - NFPA 70·TIA-222-G·TIA-1019-ASITE DESIGN SUMMARY:··WIND LOAD DESIGN:90/120mph··EXPOSURE CATEGORY:II··OCCUPANCY:U··CONSTRUCTION TYPE:II-A·FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAP ACCESS IS NOT REQUIRED.·FACILITY HAS NO SANITARY OR POTABLE WATER·THERE IS "NO EMERGENCY RESPONSE EQUIPMENT ON THE TOWER ANDEXISTING &/OR PROPOSED EQUIPMENT WILL NOT INTERFERE WITHCOUNTY EMERGENCY COMMUNICATIONS AND THAT, IF SUCH,INTERFERENCE IS FOUND TO EXIST, THEN APPLICANT WILL TAKEWHATEVER STEPS NECESSARY TO CORRECT INTERFERENCE."FEMA PANEL:THIS SITE IS IN A SPECIAL FLOOD HAZARD AND LABELED ZONE "X SHADED"W/ 0.2% CHANCE OF FLOOD HAZARD, AS SHOWN PER FIRM PANEL:3720313200K. DATED: 08/28/2018SITE NAME:THE CAPE BLVDSITE NUMBER:CTG-NC 0010081DESCRIPTION:NEW SITE DEVELOPMENT130' MONOPOLE TOWERPROPERTY OWNER:SOUTHEASTERN ENTERPRISES, INC1202 LAKE PARK BLV NCAROLINA BEACH, NC 28428APPLICATION:COMMUNICATIONS TOWER GROUP (CTG)15720 BRIXHAM HILL AVE. SUITE 300CHARLOTTE, NC 28277BRAD LAGANO(E)blagano.ctowergroup.com(P)704-992-7522REAL ESTATE:COMMUNICATIONS TOWER GROUP (CTG)15720 BRIXHAM HILL AVE. SUITE 300CHARLOTTE, NC 28277TERRY THOMAS(E)tthomas@ctowergroup.com(P)727-254-7458ENGINEERING:P. MARSHALL & ASSOCIATES3545 WHITEHALL PARK DRIVE SUITE 450CHARLOTTE, NORTH CAROLINA 28273TREVOR MCALLISTER(E)tmcallister@pmass.com(P)478-542-3291 NEAREST SITE ADDRESS:902 THE CAPE BLVDWILMINGTON, NC 28412 SITE LATITUDE(NAD83):34° 04' 22.77" (34.072992° ) SITE LONGITUDE(NAD83):-77° 54' 06.46" (-77.901794° ) GND ELEVATION (NAVD88):7.4' AMSL TOWER HGHT (AGL.):130.0' JURISDICTION:NEW HANOVER COUNTY PARCEL ID:R08500-002-070-000ZONING:R-15 ACREAGE (BUA):259,182 SQFT. (5.95 ACRES)(E) IMPERVIOUS SURFACE: 0 SQFT.(P) IMPERVIOUS SURFACE:COMPOUND @ 10,000 SQFT +DRIVE @2,725.087 SQFT. = 12,725.087 SQFT.UTILITIES:POWER COMPANY:NAFIBER COMPANY:NACALL BEFOREYOU DIGN. CAROLINAONE-CALL 811http://www.nc811.com/TITLE SHEETPROJECT DIRECTORYLOCATION MAPPROJECT SUMMARYSITE SUMMARYCALL BEFORE YOU DIGSHEET INDEXT-1TITLE SHEETT-2GENERAL NOTESC-1OVERALL SITE PLANC-2 ENLARGED SITE PLANC-3COMPOUND PLANC-4TOWER ELEVATIONC-5CONSTRUCTION DETAILS-ACCESSC-6CONSTRUCTION DETAILS- FENCEC-7CONSTRUCTION DETAILS-COMPOUNDC-8SIGN DETAILSC-9GRADING NOTES & DETAILSC-10GRADING NOTES & DETAILSC-11GRADING &EROSION CONTROL PLANC-12LANDSCAPING PLANE-1ELECTRICAL NOTESE-2ELECTRICAL ONE-LINEE-3 GROUNDING PLANE-4ELECTRICAL DETAILSSUPPLEMENTAL SHEET-SURVEYT-1AAPPENDIX B SHEETST-1BAPPENDIX B SHEETS
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:T-1AAPPENDIX BSHEETSPM&A; TREVOR McALLISTER 678 2802325P. MARSHALL & ASSOCIATES P. MARSHALL & ASSOCIATES PATRICK MARSHALL 024136 678 280-2325NEW HANOVER902 THE CAPE BLVD WILMINGTON, NCCTG RAW-LAND MONOPOLE - THE CAPE BLVD-NC-0010081N/
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PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:T-1BAPPENDIX BSHEETSN/ANOT A BUILDING
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PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:T-2GENERAL NOTES&ANDAMSLAVERAGE ABOVEMEAN SEALEVELBTM. BOTTOM℄CENTERLINECONC.CONCRETECONT.CONTINOUSC.J. CONTROL JOINTDIA.DIAMETER(E)EXISTINGEL.ELEVATIONE.S.EACH SIDEE.W.EACH WAYFFIFLANGE FACINGINSIDEFFOFLANGE FACINGOUTSIDEFT.FEETF.V.FIELD VERIFYGALV.GALVANIZEDHORIZ.HORIZONTALIN.INCHLFPLEG FACING OUTSIDELLVDLONG LEG VERTICALDOWNLLVULONG LEG VERTICALUPMAX.MAXIMUMMFR. MANUFACTURERMIN.MINIMUMMPHMILES PER HOURO.C.ON CENTER(P)PROPOSEDREINF. REINFORCEREQ'DREQUIREDSIM.SIMILARSTD. STANDARDSTL. STEELTYP. TYPICALUNOUNLESS NOTEDOTHERWISEVERT.VERTICALVLDVERTICAL LEG DOWNVLUVERTICAL LEG UPW/ WITHGENERAL NOTESABBREVIATION KEY1.THE GENERAL CONTRACTOR MUST VERIFY ALL EXISTING & PROPOSEDDIMENSIONS, CONDITIONS, AND ELEVATIONS BEFORE STARTING WORK.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THEENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THEWORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNERIN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES.2.IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETEDINSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLTEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC., INACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES,TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME.ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.3.THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLEDWORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THENECESSARY CRAFTS AND WHO ARE 3. COMPLETELY FAMILIAR WITH THESPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPERPERFORMANCE OF THE WORK.4.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTIONCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALLPERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TOAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINGHOURS AND PRIME CONTRACTOR FURTHER AGREES TO INDEMNIFY ANDHOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THISPROJECT.5.SITE GROUNDING SHALL COMPLY WITH ENERGY GROUNDINGSTANDARDS, LATEST VERSION. WHEN NATIONAL AND LOCALGROUNDING CODES ARE MORE STRINGENT, THEY 5. SHALL GOVERN.GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEWTOWER.6.ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETYREQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION, AND UTILITIES 6. SHALL BE ESTABLISHED PRIORTO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING ANDMARKING IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION(FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THENECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENTOF A PROBLEM.7.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALLLOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOSTSTRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES ORDIFFERENCES IN THE CODE REQUIREMENTS.8.THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO IT'SPRE-CONSTRUCTION CONDITIONS TO THE OWNER'S SATISFACTION. ANYDAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THECONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO PROTECT ALLEXISTING PROPERTY LINE MONUMENTATION, STRUCTURES, UTILITIES. ANYDAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'SEXPENSE UNDER THE SUPERVISION OF A REGISTERED SURVEYOR ORENGINEER.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TOTHE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIREDINSPECTIONS. A MINIMUM OF 24 9. HOURS OF NOTICE SHOULD BEGIVEN THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THATGROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IFPOSSIBLE.10.THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTIONDRAWINGS ALONG WITH THE SPECIFICATIONS AND TOWERDRAWINGS/ANALYSIS. CONTRACTOR IS 10. RESPONSIBLE FOR REVIEWOF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL DRAWGINS &SPECIFICATIONS AND TO COORDINATE HIS WORK WITH THE WORK OFALL OTHER TO ENSURE THAT WORK PROGRESSION IS INTERRUPTED ANDDOES NOT INTERRUPT THE PROPERTY OWNER'S OPERATIONS AT ANYTIME.11. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIESWITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. ALLCONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THEOWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY COMPANY PRIORTO EACH CONNECTION.12.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVEDRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROLSHALL BE MAINTAINED ON THE 12. DOWNSTREAM SIDE OF THE SITE ATALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BECORRECTED AT THE CONTRACTOR'S EXPENSE.13.CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TOA MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THEFACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDETHE LEASED PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR.14.ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BEINCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIALSHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BYGOVERNING AGENCIES PRIOR TO DISPOSAL.15.SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOONAS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THECONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ANADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEARPERIOD.16.RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES,SUBSTITUTIONS, ETC., BETWEEN THE WORK AS SPECIFIED AND INSTALLED.RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICHSHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPONCOMPLETION OF THE PROJECT.17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIREDLICENSES, FEES, INSPECTIONS, ETC. BUILDING PERMITS WILL BE OBTAINEDBY CONTRACTOR & PAID FOR BY THE COUNTY.18.CONTRACTOR SHALL KEEP THE PROJECT SITE FREE FROMACCUMULATION OF WASTE MATERIALS & RUBBISH AT ALL TIMES DURINGCONSTRUCTION PERIOD & SHALL REMOVE. ALL WASTE MATERIALS &RUBBISH FROM PROJECT SITE AT THE COMPLETION OF WORK, EXCEPTTHOSE SPECIFICALLY REQUIRED BY THE CONTRACT DOCUMENTS TO BELEFT FOR THE OWNER'S MAINTENANCE. CONSTRUCTION WASTE MAYNEITHER BE BURNED NOR BURIED AND MUST BE TAKEN TO AN APPROVEDLANDFILL AT CONTRACTOR EXPENSE.19.SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES.20.CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE ALLCABINETS AND /OR SHELTER DURING AND AFTER CONSTRUCTION.CABINETS AND /OR SHELTERS SHALL NOT BE USED FOR STORAGE OFTOOLS, CONSTRUCTION MATERIAL OR EQUIPMENT. CONTRACTOR SHALLENSURE THE CABINETS AND /OR SHELTERS IS CLEANED AT THECONCLUSION OF CONSTRUCTION. SHELTER FLOORS SHALL BE CLEANED,WAXED AND BUFFED TO SHINE.GENERAL NOTES
130'-0"659'-7"130'-0"407'-11"PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:B7/15/21REVISIONC-1OVERALLSITE PLAN1.SITE PLAN SHOWN WAS TAKEN FROM SURVEY INFORMATION PROVIDED BY POINT TO POINT LAND SURVEYORS, INC. CONTRACTOR TO VERIFY ALL EXISTING INFORMATION IS INDICATEDON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE EXISTENCE AND LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. IMMEDIATELY NOTIFY THE CONSTRUCTIONMANAGER OF ANY DISCREPANCIES.2.PARCEL DATA SHOWN WAS TAKEN FROM INFORMATION PROVIDED BY POINT TO POINT LAND SURVEYORS, INC & NEW HANOVER COUNTY GIS, PROPERTY INFORMATION RESEARCHWEB SITE.3.EXISTING WETLANDS ON SITE DESIGNATED AS FRESHWATER FORESTED/SHRUB WETLAND (PFO4Bd)4.ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES BY NORTH CAROLINA STATE CODE.5.PROPOSED ROUTES ARE SHOWN AS SCHEMATIC.6.HAND DIG ALL EXISTING UTILITIES DEEPER THAN 12" TO LOCATEGENERAL NOTESGRAPHIC SCALENORTH ARROWWNEMPA&S00'SCALE: 1" = 100'ZONE "X" (AREA OF MINIMAL FLOOD HAZARD)SUBJECT PARENT PARCELSOUTHEASTERN ENTERPRISES INC.PARCEL ID: R08500-002-070-000ZONE: R-15ACRE: 5.95VALLEY BROOK ROAD (60' PRIVATE R/W)TELFAIR SUMMIT HOA INC.PARCEL ID: R08500-002-071-000ZONE: R-15ACRE: 5.54SOUTHEASTERN ENTERPRISES INC.PARCEL ID: R08500-002-114-000ZONE: R-15ACRE: 2.97100'100'CRESS LOUIS H ETALPARCEL ID: R08510-007-021-000ZONE: R-15ACRE: 0.36COOK TED E KATHLEEN MPARCEL ID: R08510-007-020-000ZONE: R-15ACRE: 0.34BREWSTER JACK R RITA ANNREV TRUSTPARCEL ID: R08510-007-019-000ZONE: R-15ACRE: 0.32GRICZEWICZ CAITLIN STEPHEN ARIESPARCEL ID: R08510-007-018-000ZONE: R-15ACRE: 0.35SOUTHERN DESTINY LLCPARCEL ID: R08500-002-029-002ZONE: R-15ACRE: 32.76PROPOSED 25' LANDSCAPEBUFFER/ TREE PRESERVATION AREAPROPOSED 100'x100'COMPOUND/ LEASE AREAPROPOSED MONOPOLEPROPOSED 30'UTILITY/ACCESS/FIBEREASEMENTSUBJECTPARENT PARCELADJACENTPARCEL LINE130' TOWER FALL ZONEEXISTINGWETLANDS(PF04Bd)EXISTING TREELINE (TYP.)FLOOD ZONE KEY15" CMP (END BURRIED)LIGHT POLE &TELCO (TYP.)ZONE "AE" (BASE FLOOD ELEVATION 9')SHADED ZONE "X" (0.2% ANNUAL CHANCE FLOOD HAZARD)FLOOD PLAIN LINE (TYP.)
XXPROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-2ENLARGEDSITE PLANGRAPHIC SCALENORTH ARROWWNEMPA&S00'SCALE: 1" = 30'30'30'PROPOSED 8'CHAIN-LINKED FENCEPROPOSED 12' GATEPROPOSED 130'MONOPOLE TOWERPROPOSED 12'GRAVEL DRIVESEE FENCE ELEVATION & SIGN SHEET (TYP.)HIACDEGBJPROPOSED 30' ACCESS/UTILITY/FIBER EASEMENTPROPOSED 20'SWING GATEVALLEY BROOK ROAD (60' PRIVATE R/W)EXISTING15" CMP(END BURRIED)EXISTING LIGHTPOLE & TELCO (TYP.)EXISTING PLANTEDTREES (TYP.)EXISTINGTREELINEPROPOSED 25'LANDSCAPE BUFFER/ TREEPRESERVATION AREASUBJECT PARENT PARCELPROPOSED 6" OF #57 STONEON GEOSYNTHETIC FABRIC
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PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-3NORTH ARROWWNEMPA&SGENERAL NOTESGRAPHIC SCALE00'SCALE: 1" = 20'20'20' COMPOUNDPLAN1.ALL MATERIAL AND EQUIPMENT FURNISHED SHALL BE NEW AND OFGOOD QUALITY. FREE FROM FAULTS AND DEFECTS AND INCONFORMANCE WITH THE CONTRACT DOCUMENTS. ANYSUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED INWRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION.CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THEKIND OF QUALITY OF MATERIAL AND EQUIPMENT BEING SUBSTITUTED.2.ACCESS TO PROPOSED WORK SITE MAY BE RESTRICTED. THECONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTIONACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS WITHTHE LEASING AGENT FOR APPROVAL.3.CONTRACTOR SHALL HAVE PRESENT ON SITE CURRENT CARRIERSUPPLIED INFORMATION PRIOR TO COMMENCE OF WORK; IE. RFDS,DESIGN DOCUMENTS SPECIFIC TO SITE AND CONFIGURATION. NOTIFYCONSTRUCTION MANAGER OF ANY DISCREPANCY PRIOR TO ARRIVALAT SITE.4.ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTION SHALL BEFOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTESENCLOSED HEREIN.5.ALL DAMAGE TO EXISTING UNDERGROUND, OVERHEAD OBSTACLESAND/OR EXISTING EQUIPMENT, PAD OR SHELTERS SHALL BE REPLACEDBACK TO FULL ORIGINAL OR BETTER CONDITION & SHALL MATCHEXISTING CONDITIONS BY REPAIRS AT GENERAL CONTRACTOREXPENSE.6.THE EXISTING TREES AND VEGETATION ARE SUFFICIENT, UNO, TOPROVIDE THE REQUIRED SCREENING PER LOCAL ORDINANCE. IF THEVEGETATION IS REMOVED OR DAMAGED, NEW LANDSCAPING/SCREENING WILL BE INSTALLED TO MEET LOCAL ORDINANCEREQUIREMENTS.PROPOSED 6" OF #57 STONEON GEOSYNTHETIC FABRICEXISTING TREE LINE (TYP.)PROPOSED 6'-0" CARRIER MULTI-GANGPOWER METER & TELCO DEMARC.CONNECT SUPPLY CONDUITS 5'-0"OUTSIDE OF FENCE LINE. COORDINATEWITH LOCAL UTILITY COMPANYREGARDING FINAL SERVICECONNECTION.PROPOSED 30' ACCESS/UTILITY/FIBER EASEMENT. CLEAREXISTING TREE LINE FOR ACCESS.PROPOSED UNDERGROUND 3" SCH. 40 PVC CONDUIT FROMPROPOSED 4-GANG METER ON H-FRAME. CAP OPEN CONDUITWATER TIGHT PRIOR TO INSTALLATION. COORDINATE WITHLOCAL UTILITY COMPANY REGARDING FINAL SERVICECONNECTION.PROPOSED CARRIERLEASE AREA (TYP. OF 3)PROPOSED 12'GRAVEL DRIVEPROPOSED 8'CHAIN-LINKED FENCE12' CHAIN-LINKEDFENCE18'X9'12'X20'15'X10'PROPOSED 25'LANDSCAPE BUFFER/ TREEPRESERVATION AREA
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:B7/15/21REVISIONC-4GENERAL NOTES1.REFER TO TOWER STRUCTURAL ANALYSIS FOR PROPOSED ANTENNACABLE LOADING DETAILS2.TOWER ELEVATION SHOWN IS NOT DRAWN TO SCALE AND IS ONLYINTENDED FOR REFERENCE PURPOSES. REFER TO ORIGINAL TOWERDESIGN FOR ADDITIONAL INFORMATION.3.ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS PRIOR TOCOMMENCING CONSTRCTION. NOTIFY TH EENGINEER IMMEDIATELY IFANY DISCREPANCIES ARE DISCOVERED.4.ALL HARDWARE ASSEMBLE MANUFACTURER'S INSTRUCTIONS SHALL BEFOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTESENCLOSED HEREIN.5.ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OFGOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND INCONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALLSUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED INWRITING BU THE OWNER AND ENGINEER PRIOR TO INSTALLATION.CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENC AS TO THE KINDOF QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.FINISH NOTES:TOWER-GALVANIZEDTOWER MOUNTS-GALVANIZEDANTENNA-NEUTRAL (MANUFACTURER FINISH)FOUNDATIONS-UNPAINTED CONCRETEICE BRIDGE- GALVANIZEDCABLES-BLACKBASE CABINETS/EQUIPMENT-NEUTRAL (MANUFACTURER FINISH)TOWERELEVATIONPROPOSED TOWER HEIGHT 130'-0" A.G.L.TOP OF APPURTENANCES 130'-0" A.G.L.CARRIER CENTERLINE124'-0"PROPOSEDMONOPOLE TOWERFUTURE ANTENNASBY OTHERS (TYP )CARRIER CENTERLINE112'-0"CARRIER CENTERLINE100'-0"T/GRADE0'-0"6'x12' FRP ANTENNACONCEALMENT SHADE (TYP. OF 3)
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-5EXISTING GRADEPROPOSED V-LINE DITCH LINED WITHSOD TO RUN ALONG SIDE OF ACCESSROAD AS NEEDED (5:1 MAX SIDE SLOPES)PROPOSED SUBGRADECOMPACTED TO 95%STANDARD PROCTORPROPOSED 20 MIL. LIGHT WEIGHT WOVEN SLITFILM POLYPROPYLENE GEOSYNETHIC FABRIC(500X MIRAFI GEOTEXTILE OR EQUAL)PROPOSED 4" #3 STONE CRUSHER RUN (3" TO 4"STONE WITH FINES AND DUST, FREE OF DEBRIS &ORGANIC MATERIAL) COMPACT TO 80% PROCTORBORROWED EXCAVATIONCOMPACTED TO 95% PROCTOR.PROPOSED 2" FINISH LAYEROF ROLLED #57 STONE5:15:1FEATHER & SOD SLOPEAWAY FROM ACCESS DRIVE2% SLOPE12'-0"30'-0" UTILITY/ ACCESS EASEMENT4'-0"( TYP.)2% SLOPEPROPOSED RIP RAP INSTALLEDIN HEAVY EROSION AREA &EVERY 25' WHERE TRAVELSLOPE IS GREATER THAN 10%PROPOSED GRAVELACCESS CROWN·AGGREGATE IS BASED ON STANDARD AASHTO·2" CROWN IN CENTER OF ACCESS, UNLESS IN CURVES, THEN ACCESS SHOULD BE SLOPED TO INSIDE OF TURN OR CURVE.·ALL MATERIALS SHALL MEET DOT STANDARD SPECIFICATION FOR ROAD CONSTRUCTION.·GRAVEL BASE & TOP COURSE DEPTH SHOWN AS MIN. INCREASE DEPTH MAY BE REQUIRED DUE TO POOR SOIL CONDITIONS.·MAX. GRADE: 123% GREATER THAN MAY REQUIRE PAVED SURFACE.·PRIVATELY MAINTAINED ROAD ONLY.·NO POTENTIAL FOR FURTHER DEVELOPMENT. THIS IS NOT A THRU ROAD.SCALE: NTSACCESS DRIVENOTES20'-0" x14'-0" MIN. UNOBSTRUCTED EASEMENT CLEARINGVARIES PER PLAN1'-0"TYP.CONSTRUCTIONDETAILS- ACCESSSCALE: NTSACCESS DRIVE SWING GATEFINISH GRADE (12' GRAVEL ACCESS DRIVE)3'-8"20'-0"3" SQUARE TUBE STEEL.PAINTED BLACK (TYP.)3'6"18" (TYP.)3'-0"4" (TYP.)SECURE LANE LLC (520)780-9751 SL-SG MANUAL SWINGGATE OR SIMILAR. AVAILABLE IN SINGLE SWING OR DUALSWING @ WWW. BARRIERGATEARM.COM4000 PSI CONCRETE POST FOOTING, MIN. (TYP.)4" ROUND STEEL POSTPAINTED BLACK (TYP.)HD BEARINGHINGES (TYP.OF 2)SLIDE BOLT LOCKING MECHANISM WITH TAB HASPS & PADLOCK.GC TO COORDINATE WITH OWNER FOR FINAL COMBINATION.NOTES
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-61'-6"6"9"10"18"3'-6"13"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX9'-0"8'-0"13'-0"(CENTERED ON FENCE LINE)10'-0" O.C. MAX.5'-0" O.C. MIN.6"6"6"3"5'-6"5'-6"12'-6"EQ.EQ.1BADGCSCALE: NTSACCESS DRIVE SWING GATE POST & DUCK BILLSCALE: NTSSTANDARD FENCE ELEVATIONGENERAL NOTESA.INSTALL FENCE PER ASTM F-567B.INSTALL SWING GATE PER ASTM F-900C.LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BECOMPLIED IF REQUIRED.D.POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS.D.A.ALL PIPES TO BE 1-1/ 2" GALVANIZED (HOT DIP, ASTM A120 GRADE"A" STEEL).D.B.ALL GATE FRAMES SHALL BE WELDED.D.C.ALL WELDING SHALL BE COATED WITH (3) COATS OF COLDGALVANIZED STEEL (OR EQUAL).E. ALL OPEN POSTS SHALL HAVE END-CAPSF. USE GALVANIZED HOG-RING WIRE TO MOUNT ALL SIGNS.G. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC.H.CONTRACTOR SHALL PROVIDE AND INSTALL STYMIE-LOCK LOCKINGMECHANISM ON 12'-0" GATE. COORDINATE W/ PM FOR FINALCOMBINATION CODEKEYED NOTES1.CORNER, END OR PULL POST3" NOMINAL SCHEDULE 40PIPE.2.LINE POST: 2-1 /2" SCHEDULED40 PIPE, PER ASTM-F1083. LINEPOSTS SHALL BE EQUALLYSPACED AT MAXIMUM 8'-0"O.C.3.TOP RAIL & BRACE RAIL: 1-1 /2"PIPE PER ASTM-F1083.4.FABRIC: 9 GA CORE WIRE SIZE2" MESH, CONFORMING TOASTM-A392. ALL PIES TO BEGALVANIZED.5.TIE WIRE: MINIMUM 11 GA.GALVANIZED STEEL AT POSTSAND RAILS A SINGLE WRAP OFFABRIC TIE AND AT TENSIONWIRE BY HOG RINGS SPACEDMAXIMUM 24" INTERVALS.6.TENSION WIRE: 9 GA.GALVANIZED STEEL7.BARBED WIRE: DOUBLESTRAND 12-1 /2" O.D. TWISTEDWIRE TO MATCH WITH FABRIC14 GA., 4 PT. BARBS SPACEDON APPROXIMATELY 5"CENTERS.8.STRETCHER BAR9.3 /8" DIAGONAL ROD WITHGALVANIZED STEELTURNBUCKLE OR DIAGONALTHREADED ROD.10.FENCE CORNER POST BRACE:1-5 /8" DIAMETER EACHCORNER EACH WAY.11.1-1 /2" MAXIMUM CLEARANCEFROM GRADE.12.GATE POST 4" SCHEDULE 40PIPE (FOR GATE WIDTHS UPTHRU 7' OR 14' FOR DOUBLESWING GATES) PERASTM-F1083.13.GATE FRAME: 1-1 /2' PIPE, PERASTM-F1083.14.GATE FRAME: 1-5 /8" DIAMETERPIPE, PER ASTM-F1083.15.GATE DIAGONALGALVANIZED STEEL 1-1 /2"PIPE.16.DUCK BILL OPEN GATEHOLDER. VERIFY LOCATION INFIELD PRIOR TO INSTALLATION.17.LINE POST: CONCRETEFOUNDATION (4000 PSI)18.CORNER POST: CONCRETEFOUNDATION (4000 PSI)19.GATE POST: CONCRETEFOUNDATION (4000 PSI)1'-6"3'-6"23419169786101214131618J24"10"FINISH GRADEFINISH GRADE19METAL GATE DETENTINSTALL W/ SLOTPARALLEL TO FENCESCALE: NTSGATE DETENT DETAILSCALE: NTSSTYMIELOCK DETAILPROPOSEDPLUNGER RODPROPOSEDGATE DETENT517CONSTRUCTIONDETAILS- FENCE
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-7SCALE: NTSH-FRAME DETAIL6'-0"4'-0"4" (TYP.)18" (TYP.)NOTES1.VERIFY ALL MOUNTING LOCATION PER EQUIPMENT MANUFACTURER FOR LOCATION & QUANITYOF UNISTRUT ON H-FRAME. (MIN. 5 UNISTRUT SHALL BE INSTALLED)2.ALL EQUIPMENT SHALL BE MOUNTED A MIN. OF 6" ABOVE FINISH GRADE.3.ALL CONDUIT STUB-UP TO BE ATTACHED NO GREATER HAD 6" MAX. ABOVE FINISHED GRADE.ATTACH ALL CONDUIT ABOVE FIRST 6" AT 12" ON CENTER.4.BOND ALL METALLIC SURFACES TO GROUND RING WITH #2 SOLID AWG TIN-PLATED COPPERGROUND CONDUCTOR.5.ALL GROUND LEADS SHALL BE INSTALLED IN 1" SCH. 40 PVC CONDUIT. PROVIDE WATERTIGHTCAULK SEAL & ADEQUATE COIL FOR CONNECT TO PROPOSED EQUIPMENT.WATERTIGHT ENDCAP (TYP.)STANDARD PVC UNISTRUTEND-CAP (TYP.)P1000 UNISTRUT SPACED ASREQUIRED, SECURE TO STD,UNISTRUT STRUCTURAL PIPECONNECTOR FOR V- BOLTSSIZED PER NEED3" Ø SCH40 GALVANIZED STEELPIPE MAX @ 72" O.C.FINISH GRADE4000 PSI CONCRETE POSTFOOTING, MIN. (TYP.)6'-0" MAX. SEE PLAN6" MIN.COMPOUND FENCE MATERIALS1'-0"
6"6"45°1'-0"3'-6"12"6"FINISH GRADE1-1/2" MIN. CLR.3 - STRAND BARBED WIRE ATFENCE & GATECHAIN-LINK FENCE FABRICSCALE: NTSTIE WIRE: MINIMUM 11 GA. GALVANIZED STEELAT POSTS AND RAILS A SINGLE WRAP OFFABRIC TIE AND AT TENSION WIRE BY HOGRINGS SPACED MAXIMUM 24" INTERVALS.LINE POST EVERY 10'-0" MAX.FILL MATERIAL DEPTH VARIES PERLOCATION. SUBGRADE COMPACTEDTO 95% STANDARD PROCTORPROPOSED 20 MIL. LIGHT WEIGHT WOVEN SLITFILM POLYPROPYLENE GEOSYNETHIC FABRIC(500X MIRAFI GEOTEXTILE OR EQUAL)PROPOSED 6" FINISH LAYEROF ROLLED #57 STONE4000 PSI CONCRETE POSTFOOTING, MIN. (TYP.)CONSTRUCTIONDETAILS-COMPOUND
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-8RADIO FREQUENCY ENVIORMENT AREARADIO FREQUENCY ENVIORMENT AREAFCC TOWER REGISTRATION NO.1234567SITE ID# 000000VERIFIED 911 STREET ADDRESSCITY, STATE AND ZIP CODEFOR 24 HOUR EMERGENCY SERVICE CALL1-877-788-7011FOR LEASE INFORMATION CALL1-800-788-7011ASR1234567CAUTIONNOTICEWARNINGTHIS SITE ISPOSTED &PROTECTEDBYRAZOR WIREVIOLATORSWILL BEPROSECUTEDNOTRESPASSINGPRIVATEPROPERTYAUTHORIZED PERSONNEL ONLYRED BACKGROUNDW/WHITE LETTERINGWARNINGHARD HATS REQUIREDWATCH FOR FALLING MATERIALWATCH FOR TRIPPING HAZARDSWATCH FOR UNEVEN SURFACESIN THE EVENT OF A T-STORM, VACATE THE COMPOUND.WHITE BACKGROUNDW/BLACK LETTERINGLT. GRAY W/BLACKLETTERINGRED BACKGROUNDW/WHITE LETTERINGWHITE BACKGROUNDW/BLACK LETTERINGRED BACKGROUNDW/WHITE LETTERINGWHITE BACKGROUNDW/RED LETTERINGRED BACKGROUNDW/WHITE LETTERINGWHITE BACKGROUNDW/BLACK LETTERINGGREEN BACKGROUNDW/WHITE LETTERINGYELLOW BACKGROUNDW/BLACK LETTERINGWHITE BACKGROUNDW/BLACK LETTERING ANDYELLOW SYMBOLWHITE BACKGROUNDW/BLACK LETTERINGGENERAL NOTES1.THE SITE SHALL ONLY CONTAIN SIGNAGE AS MANDATED BY THE FCC2.ALL SIGNS TO BE INSTALLED ACCORDING TO DWG SITE SIGNAGEADJACENT TO GATES (LEFT OR RIGHT SIDE OF GATE IS ACCEPTABLE, BUTMUST BE MOUNTED ON GATE SIDE OF COMPOUND, SO AS TO BEREADABLE WITH GATES OPEN OR CLOSED).3.SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSEDMETAL, AND PAINTED WITH LONG LASTING UV RESISTANT COATING.4.SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED TO THETOWER, GATE AND FENCE USING A MIN. OF 9 GAUGE ALUMINUM WIRE,HOG RINGS (AS UTILIZED IN FENCE INSTALLATIONS) OR BRACKETS WHERENECESSARY. BRACKETS SHALL BE OF SIMILAR METAL AS THE STRUCTURE TOAVOID GALVANIC CORROSION.5.ADDITIONAL E911 ADDRESS SIGNS ARE REQUIRED AT EACH ACCESSROAD GATE LEADING TO THE COMPOUND AS WELL AS ON THECOMPOUND GATE ITSELF.6.ADDITIONAL FCC RESTRATION # SIGNS ARE REQUIRED AT EACHACCESS ROAD GATE LEADING TO THE COMPOUND AS WELL AS ON THECOMPOUND GATE ITSELF. SIGN SHALL MEASURE 20" LONG x 4" TALL). THELETTERS SHALL BE 1" AND THE NUMBERS SHALL BE 2".7.RECOMMENDED SOURCES FOR OBTAINING SIGNAGE.·ST CLAIR SIGNS3184 WADE HAMPTON BLVD. TYLORS, SC 29687864-244-0040·EXCEL SIGN & DECAL1509 NORTH MILPITAS BLVD.MILPITAS, CA 95035408-942-8881·RF EXPOSURE SIGNSRICHARD TELL ASSOCIATES3433 RINGTAR ROAD, SUITE 3NORTH LAS VEGAS , NV 89030702-645-333818"WIDE x 24" HIGH(A)NO-TRESSPASSING SIGN18"WIDE x 24" HIGH(B)RAZOR-WIRE SIGN24"WIDE x 18" HIGH(C)FCC REGISTRATION SIGN12" WIDE x 18" HIGH(H)CAUTION-RFE SIGN10" WIDE x 4" HIGH(I)ASR SIGNTO BE MOUNTED NEAR TOWER LEG W/ CLIMBING CABLE.DO NOT RESTRICT CLIMBING ACCESS.NOTESASR SIGN TO BE MOUNTEDAT TOWER BASE DURING CONSTRUCTION.NOTES24" WIDE x 18" HIGH(D)MARKETING/ ID SIGN24" WIDE x 18" HIGH(E)CAUTION - HARD HAT CONSTUCTIONAREA AND TRIPPING HAZARDS24" WIDE x 18" HIGH(F)NOTICE-RFE SIGNSITE NAME: THE CAPE BLVDSITE #: CTG- NC 0010081 FOR LEASE INFORMATIONCALL: ###-###-####24 HOUR EMERGENCY SERVICECALL: ###-###-####CONTRACTOR SHALLVERIFY ADDRESS PRIORTO ORDERINGSIGNAGECONTRACTOR TOCOORDINATENUMBERS (TYP.)RED LETTERS (ALLOTHERS SHALLBE BLACK)902 THE CAPE BLVD.WILMINGTON, NC 2841236" WIDE x 24" HIGH(J)OWNER SIGNAGESIGN DETAILS
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-9FOUNDATION, EXCAVATION & GRADING NOTES1.ALL CUT AND FILL SLOPES SHALL BE 2 : 1 MAXIMUM.2.ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BESUBSTANTIALLY3.HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREEFROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERINGFOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED.4.CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANICMATERIAL. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATEDEXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATEDTO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLYCOMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BEFILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THEFOUNDATION.5.ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITHEITHER MECHANICALLY COMPACTED GRANULAR MATERIAL ORCONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THEEXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILINGCONCRETE THICKNESS.6.AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTIONBELOW GRADE, AND 5. BEFORE BACK FILLING, ALL EXCAVATIONSSHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH, DEBRIS, AND SO FORTH.7.ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OFEARTH, LOAM, 6. SANDY CLAYS, SAND AND GRAVEL, OR SOFT SHALE,(2) BE FREE FROM CLODS OR STONES OVER 2 1/2" MAXIMUMDIMENSIONS, AND (3) BE PLACED IN LAYERS AND COMPACTED.8.SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED INLAYERS, MAXIMUM 6" 7. DEEP BEFORE COMPACTION. EACH LAYERSHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND ORMACHINE TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUMMOISTURE CONTENT OF ±2% AS DETERMINED BY ASTM DESIGNATIOND-698, UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BEPLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.9.THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFFAND PREVENT 8. WATER FROM STANDING. THE FINAL GRADE SHALLSLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AREA (UP TO 1FOOT OUTSIDE THE FENCE OR GROUND SYSTEM PERIMETER) AND SHALLBE COVERED WITH A GEOTEXTILE FABRIC MIRAFI 500X OR APPROVEDEQUAL TO PREVENT REOCCURRENCE OF VEGETATIVE GROWTH, ANTHEN SHALL BE COVERED WITH 4" DEEP COMPACTED STONE ORGRAVEL.10.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATIONCONTROL MEASURES 9. AS REQUIRED BY LOCAL, CITY, COUNTY, ANDSTATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROMSOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT INSTREAMS AND DRAINAGE PATHS FROM LEAVING THE CONSTRUCTIONAREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALESEDIMENT BARRIERS, AND CHECK DAMS.11.FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WETAND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, ANDDELETERIOUS MATERIAL FROM GROUND SURFACE PRIOR TO PLACINGFILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITHEXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACETO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL,BREAK UP GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE,MOISTURE CONDITION OR AERATE SOIL, AND RECOMPACT TOREQUIRED DENSITY.12.REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICHGRAVEL SURFACING IS REMOVED DURING CONSTRUCTIONOPERATIONS. GRAVEL SURFACING SHALL BE REPLACED TO MATCHEXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAMETHICKNESS. SURFACES AND GRAVEL SURFACING SHALL BE FREE FROMCORRUGATIONS AND WAVES. EXISTING GRAVEL SURFACING MAY BEEXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OFEARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS AREREMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVELRESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL SURFACING ISREPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIREDSUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALLBE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALLBE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NO BE USED FOR FILLINGDEPRESSIONS IN THE SUBGRADE.13.PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREASWHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING OR OTHERSUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIRANY DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERESUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. ENSUREPOSITIVE DRAINAGE DURING AND AFTER COMPLETION OFCONSTRUCTION.14.RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM INQUALITY, AND FREE OF ANY 14. DETRIMENTAL QUANTITY OF SOFT,FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATEDMATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUSSUBSTANCE.15.REMOVE ALL ORGANICS, ROCKS GREATER THAN 3", UNUSED FILL ANDOTHER DEBRIS TO AN 15. AREA OFF SITE IN A LEGAL MANNERFOUNDATION, EXCAVATION & GRADING NOTES18" MIN
6"2"4'-0" MAX.18" MIN
FLOW30" MIN
28"
30" MIN
28"WOVEN WIREFENCE BACKINGGEOTEXTILE UNDERLINERCOARSE AGGREGATEN.S.A. R-2(1.5"-3.5")20' M
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6" MINIMUM (WITH PERMANENT VEGETATION)DISTURBED AREA STABILIZATION(WITH TEMPORARY SEEDING)DISTURBED AREA STABILIZATIONDs3Ds2SCALE: NTSCO-CONSTRUCTION EXIT DETAIL1.PERIODICALLY DRESS WITH 1.5"-3.5" STONE.2.MAINTAIN IN A CONDITION THAT WILL PREVENT TRACKING ORFLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY.3.IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLEDONTO ROADWAYS.MAINTENANCESCALE: NTSSFC-SILT FENCE, TYPE-CFILTER FABRIC MATERIALSTEEL POSTBURY BOTTOM OF FILTER MATERIAL IN 6" TRENCHFILTER FABRICSTEEL POST1.USE 36" DOT APPROVED FABRIC2.USE STEEL POSTSNOTESGRADING NOTES &DETAILS
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-10EROSION & SEDIMENT CONTROL NOTES1.COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDEPOSITIVE DRAINAGE.2.DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARYVEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATIONSHALL BE ESTABLISHED.3.PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES, THE LIMITS OFTHE DISTURBANCE SHALL BE CLEARLY DEMARCATED WITH STAKES,RIBBONS, OR OTHER APPROPRIATE MEANS.4.THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OFEROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENTDEPOSITS AND EROSION. CONTRACTOR SHALL CALL APPROPRIATECOUNTY FOR AN INSPECTION OF SOIL EROSION CONTROL MEASURESPRIOR TO BEGIN GRADING ACTIVITY. ALL SEDIMENT CONTROL WILL BEMAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTIONAREA HAS BEEN COMPLETELY STABILIZED.5.THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAYHAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGEPATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINALPROPOSED DRAINAGE SYSTEMS. ANY DIFFICULTY IN CONTROLLINGEROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTEDTO THE ENGINEER IMMEDIATELY.6.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULLIMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FORELECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREATTHE SEDIMENT SOURCE.7.THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT ISWITHIN 12" OF THE TOP OF THE SILT FENCE.8.FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROLMEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THEJOB SITE UNTIL SUCH MEASURES ARE CORRECTED.9.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 7DAYS SHALL BE STABILIZED WITH SEEDING.10.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTERCOMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENTGROUND COVER.11.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THEINSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIORTO, OR CONCURRENT WITH, LAND-SIDTURBING ACTIVITIES.12.ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED ANDVEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.13.ALL FILL SLOPES WILL HAVE SILT FENCES AT THE TOE OF THE SLOPE.14.ALL SEDIMENT AND EROSION CONTROL MEASURES WILL BE CHECKEDDAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE ENDOF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROLMEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITEINSPECTION BY THE ISSUING AUTHORITY.15.A 25' MIN. UNDISTURBED VEGETATION BUFFER ADJ. TO ALL RUNNINGSTREAMS AND CREEKS WILL BE LEFT AND MAINTAINED.16.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BEINSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THEGENERAL CONTRACTOR.17.ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IFDEEMED NECESSARY BY ON-SITE INSPECTIONS.18.CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OFMUD FROM THE CONSTRUCTION AREA ONTO PUBLIC RIGHT-OF-WAYS,STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS. IMMEDIATELYREMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS.19.TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BYSHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURALDRAINAGE WAYS OR STORM DRAINAGE SYSTEMS.20.DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH ATEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ONDISTURBED AREAS.21.DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH APERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES,GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS.22.DISTURBED AREA DUST CONTROL- TO CONTROL THE SURFACE AND AIRMOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, ANDSIMILAR SITES.A.USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATERRUNOFF AS NEEDED.B.AGGREGATE IS BASED ON STANDARD AASHTO.C.SLOPE NOT TO EXCEED 1/4" PER FOOT TO MAX. GRADE OF 6" FROMCENTER OF COMPOUND TO EACH FENCE LINE.D.SUB-GRADE SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR ORRUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT TONS.E.FINISHED GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATORROLLERS WEIGHING AT LEST EIGHT TONS. FINISHED GRADE SHALL BEUNIFORM AND LEVEL.F.GRADING IS REQUIRED FOR THE PROPOSED CONSTRUCTION.COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDEPOSITIVE DRAINAGE.G.DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARYVEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATIONSHALL BE ESTABLISHED.H.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BEINSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THEGENERAL CONTRACTOR.I.ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IFDEEMED NECESSARY BY ON-SITE INSPECTIONS.J.CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OFMUD FROM THE CONSTRUCTION AREA ONTO PUBLICRIGHT-OF-WAYS, STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS.IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTOROADWAYS.K.TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BYSHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURALDRAINAGE WAYS OR STORM DRAINAGE SYSTEMS.L.DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH ATEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ONDISTURBED AREAS.M.DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH APERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES,GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS. CONTRACTOR TOINSTALL SOD TO MATCH THE SPECIES USED BY THE UNIVERSITY OFHOUSTON.N.DISTURBED AREA DUST CONTROL - TO CONTROL THE SURFACE ANDAIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, ANDSIMILAR SITES.EROSION & SEDIMENT CONTROL NOTESEROSION & SEDIMENT CONTROL COMPOUNDNOTESGRADING NOTES &DETAILS
XXPROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-11GRAPHIC SCALENORTH ARROWWNEMPA&S00'SCALE: 1" = 40'40'40'-RUNOFF OF FIRST 1.5" OF RAINFALL OVER LEASE AREA AND EASEMENT AREAS IS...(10,000 SF COMPOUND + 2,725.087 SF DRIVE) = 12,725 SF OF IMPERVIOUS COVERRETAIN FIRST 1.5" OF RAINFALL ACROSS NEW DEVELOPMENT AREA.VMAX. RET. = (DEPTH OF RAINFALL IN FT) (TOTAL SF OF IMPERVIOUS)VMAX. RET. = (.125FT) ( 12,725)VMAX. RET. = 1,590.625 CFSTORM WATER CALCSIMPERVIOUS SURFACE RATIOSEXISTING TRACT SIZE:5.95 ACRES (259,182 SQ.FT.)EXISTING PERVIOUS/ IMPERVIOUS AREATOTAL EXISTING PERVIOUS AREA:259,182SQFT. (5.95 ACRES)TOTAL EXISTING IMPERVIOUS AREA:0000SQFT. (.000 ACRES)PROPOSED IMPERVIOUS AREA12,725SQFT.(0.29 ACRES)PROPOSED IMPERVIOUS AREA INCREASE: COMPOUND10,000SQFT. (0.23 ACRES)GRAVEL DRIVE2,725SQFT.(0.06 ACRES)TOTAL PROPOSED PERVIOUS AREA:246,457 SQFT. (5.66 ACRES)TOTAL PROPOSED IMPERVIOUS AREA:12,725 SQFT. (0.29 ACRES)IMPERVIOUS SURFACE AREA (ISR) & PERVIOUS SURFACE AREA (PSR)PROPOSED ISR: 12,725/ 259,182= 4.909%PROPOSED PSR:246,457/ 259,182=95.090%GRADING &EROSIONCONTROLPLANSFC2%SILT FENCE/LIMITS OFCONSTRUCTION8.25'7.6'8.25'8.25'8.75'8.25'2%2%2%2%ADD CLEAN DIRT FILL TO ENTIRE SITE AREA TO RAISESITE 12". INSTALL FILL DIRT & PACK IN 6" LIFTS TOCOMPACTED AT A MIN. OF 98% STANDARDPROCTOR. ALL IMPORTED FILL SHOULD BE CLEANSOIL (FREE OF ROOTS & DEBRIS AND SHOULDCONTAIN LES THAN 10% BY DRY WEIGHT PASSING#200. DO NOT REUSE ANY EXISTING EXCAVATEDSOILS FOR STRUCTURAL FILL.1%
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-12LANDSCPAINGPLANNORTH ARROWWNEMPA&SGENERAL NOTES00'SCALE: 1" = 10'1.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTSAND DISEASE.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLEFOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOIDDAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THECONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TOUTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURSAS A RESULT OF THE LANDSCAPE CONSTRUCTION.3.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT (1)YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THECONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFOREOR AT THE END OF THE GUARANTEE PERIOD.4.ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES(PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLYREMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THESAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS.5.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERYSTOCK", LATEST EDITION, REPRESENT GUIDELINE SPECIFICATIONS ONLYAND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANTMATERIAL.6.ALL BUFFERS AND TREE SAVE AREAS ARE TO BE CLEARLY IDENTIFIEDWITH FLAGGING AND /OR FENCING PRIOR TO COMMENCEMENT OFANY LAND DISTURBANCE6.0'2" MAX.STAY OUTTREE SAVE AREA1.NO SPECIMEN TREES EXISTING ON THE SITE.2.NO PLANTING MATERIAL WILL BE STORED ON SITE.3.THERE WILL NO BURNING OR BURIAL OF DEBRIS ON SITE.ARBORIST NOTESSCALE: NTSTREE PROTECTION DETAILGRAPHIC SCALESCALE: 1:40LANDSCAPING PLANBRIGHT ORANGEPOLYTHYLENELAMINAR FENCEFABRIC4'-0"2'-0"FENCE LOCATION (LIMITS OFCRITICAL ROOT ZONE OR ASSHOWN ON PLANS."TREE SAVE AREA"SIGNAGE EVERY 20'-0"METAL STAKE (TYP.)PROPOSED 6" OF #57STONE ONGEOSYNTHETIC FABRICPROPOSEDMONOPOLE10'10'PROPOSED 25'LANDSCAPE BUFFER/ TREEPRESERVATION AREA
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-1ELECTRICALNOTESELECTRICAL INSTALLATION NOTES1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITHTHE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCALCODES.2.CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALLINSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.3.WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALLCOMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA.4.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLESEPARATION AS REQUIRED BY THE NEC AND TELCORDIA.5.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAYRUNGS.6.EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS),GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELEDWITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA.7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITHENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BELABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRECONFIGURATION, POWER OR AMPACITY RATING, AND BRANCHCIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).8.PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVEDLAMACOID PLASTIC LABELS.9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TOREMOVE SHARP EDGES.10.POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING ORCONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLERATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FORTHE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISESPECIFIED.11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORSSHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V, OILRESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDEDCOPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTEDOR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESSOTHERWISE SPECIFIED.12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALLBE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V,OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLERATED FOR 90 °C (WET AND DRY) OPERATION; WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISESPECIFIED.13.ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BECRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMASAND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOROPERATION AT NO LESS THAN 75°C (90°C IF AVAILABLE).14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FORELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, ANDNEC.15.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FORLOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOREXPOSED INDOOR LOCATIONS.16.ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLICTUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC,SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.17.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BEUSED FOR OUTDOOR LOCATIONS ABOVE GRADE.18.RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGIDPVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, INAREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED INREINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.19.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BEUSED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS ORFLEXIBILITY IS NEEDED.20.CONDUIT AND TUBING FITTINGS SHALL BE THREADED ORCOMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SETSCREW FITTINGS ARE NOT ACCEPTABLE.21.CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FORELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, ANDNEC.22.WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGEDCOVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUITTYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, ORNEMA 3R (OR BETTER) OUTDOORS.23.EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULLBOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALLMEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS,OR NEMA 3R (OR BETTER) OUTDOORS24.METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BEGALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OREXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER)INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.25.NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEETOR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS,OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.26.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARYAUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCINGWORK ON THE AC POWER DISTRIBUTION PANELS.27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THEBREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITHTHE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINSTLIFE AND PROPERTY.ELECTRICAL INSTALLATION NOTES CONT.GROUNDING GENERAL NOTESA.ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION,RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BEBONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPERBONDING CONDUCTORS IN ACCORDANCE WITH THE NEC AND AT&TND-00071.B.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCINGGROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TOPREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM ORDAMAGE TO THE CONDUIT.C.METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENTGROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITHGREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BEFURNISHED AND INSTALLED WITH THE POWER CIRCUITS.D.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP ORSTACKED. BACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES OF THEGROUND BUS ARE PERMITTED.E.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALLNOT BE USED FOR GROUNDING CONNECTIONS.F.USE OF 90 BENDS IN THE PROTECTION GROUNDING CONDUCTORSSHALL BE AVOIDED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF8 INCHES.G.ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUNDBARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TIN-PLATEDCOPPER UNLESS OTHERWISE INDICATED.H.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDINGCONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADEEXTERIOR UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHEREPRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORSWITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS.I.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THEEXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THECONTRACTORS STRUCTURAL ENGINEER.J.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE INTERIOR GROUNDRING SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLTCONNECTORS WHERE INDICATED IN THE DETAILS.K.APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUNDCONNECTIONS.L.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH ACORROSION RESISTANT MATERIAL.M.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, INACCORDANCE WITH THE NEC.N.BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RINGWITH # 2 SOLID AWG TIN-PLATED COPPER GROUND CONDUCTOR.O.GROUND CONDUCTORS USED IN THE FACILITY GROUND ANDLIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGHMETALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVESTHROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED INCONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BEUSED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., STEELCONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTORSHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTEDBONDING FITTINGS.
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-2ELECTRICALONE-LINEFROM LOCAL UTILITY200A200A200A"CARRIER""CARRIER""CARRIER"GENERAL NOTES1.ELECTRICAL CONTRACTOR SHALL CONTACT POWER CO. & FIBER CO.AND VERIFY EXACT ROUTING, SIZING AND CONDITIONS BEFORETRENCHING.2.INSTALL ALL CONDUITS & EQUIPMENT AS SPECIFIED BY POWER CO. &FIBER CO.3.VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE TRENCHING.4.PROVIDE NYLON PULL STRINGS ON ALL EMPTY CONDUITS.CONDUIT & RISER DIAGRAM NOTEALL RISER POLE CONDUIT SHALL BE SUPPLIED BY THE OWNER/DEVELOPERAND MUST BE ON THE JOB SITE. THE OWNER/DEVELOPER SHALL INSTALLTHE BOTTOM JOINT OF GALVANIZED RIGID STEEL CONDUIT ANDPOWER COMPANY WILL INSTALL THE TOP TWO (2) JOINTS. THE BOTTOMJOINT OF CONDUIT AND 90 DEGREE ELBOW SHALL BE INSTALLED BYTHE CONTRACTOR AFTER POWER CO. INSTALLS THE RISER POLE. THECONTRACTOR MUST ALSO SUPPLY SIX (6) TWO HOLE RIGID STEELSTRAPS (2 STRAPS PER 10 FT JOINT) GROUND CLAMP WILL BE PROVIDEDAND INSTALLED BY POWER CO.MULTI-GANG METER NOTES: EATON MODEL # 1MP6206RRLBCA.THE SERVICE BOX SHALL BE LOCKABLE WITH PROVISIONS TO ACCEPTTHE UTILITY LOCKS.B.COVERS SHALL BE FASTENED WITH MACHINE SCREWS OR BOLTS.HINGED COVERS SHALL NOT BE PERMITTED.C.COVERS SHALL HAVE TWO HANDLES FOR REMOVAL.D.THE SERVICE CABLE TAP BOX SHALL BE IN COMPLIANCE WITH UTILITYSERVICE STANDARDS.SCALE: NTSONE-LINE DIAGRAMINSTALL NAME PLATE WITH 3/8" MINIMUMHEIGHT LETTERS ON METER SOCKETCONDUCTORS SIZED PER UTILITY COMPANYREQUIREMENTS AND LENGTH OF FINAL RUNTO SOURCE OF SERVICE. THE CONTRACTORSHALL SUPPLY AND INSTALL THEWEATHER-HEAD IF REQUIRED.STEP DOWN TRANSFORMER BY LOCAL UTILITY 120/208V, SINGLEPHASE, 3 WIRE, 60 HZ. VERIFY LOCATION WITH SERVICEPROVIDER. MOUNTED ON POLE OVERHEAD.2 SETS OF (3)#350KCMIL IN 2" CONDUITPARALLEL RUNSPROVIDE SERVICE ENTRANCE GROUND RODWITH INSPECTION WELL IN ACCORDANCE WITHNEC 250 AND LOCAL UTILITY REQUIREMENTS600AMP 3-GANG METER PANEL INSTALLEDBY CONTRACTOR. COORDINATE WITHUTILITY COMPANY FOR MANUFACTURERAND MODEL. SEE MULTI-GANG METERNOTES FOR SPECIFICATION (OREQ./SIMILAR)TO CARRIER LEASE AREA
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-3GROUNDINGPLANNORTH ARROWWNEMPA&SKEYED NOTES00'SCALE: 1" = 20'1.#2 AWG BARE TINNED SOLID COPPER EQUIPMENT GROUND RINGBURIED 30" BELOW GRADE OR 6" BELOW FROST LINE(WHICHEVER ISGREATER, TYP.) ALL GROUND LEADS CONNECTED TO RING SHALL BE#2 AWG BARE TINNED SOLID COPPER.2.BOND EACH TOWER BASE PLATE TO TOWER GROUND RING PERTOWER MANUFACTURERS RECOMMENDATIONS(TYP.-3)3.PROPOSED 5/8" X 10'-0 LONG COPPER CLAD STEEL GROUNDRODS (TYP)4.PROPOSED INSPECTION WELL (TYP.)5.BOND H-FRAME TO GROUND RING WITH CADWELD CONNECTION(TYP. 2)6.PROVIDE A #2/ 0 AWG SOLID BARE TINNED COPPER CONDUCTORFROM GROUNDING LUG IN PROPOSED UTILITY METER AND BOND TOSERVICE ENTRANCE GROUND ROD AT A POINT CLOSE AS POSSIBLE.7.GROUND SERVICE TO SERVICE GROUND ROD.8.BOND CHAINLINK FENCE TO CLOSEST GROUND RING WITH CADWELDCONNECTIONS (TYP.).9.BOND FENCE & GATE POSTS TO GROUND RING WITH CADWELDCONNECTIONS (TYP.).10.BOND EVERY OTHER METALLIC POST TO CLOSEST GROUND RING WITHCADWELD CONNECTIONS (TYP.).GRAPHIC SCALEGRAPHIC LEGENDEXOTHERMIC WELD5/8" X 10' COPPER CLAD GROUND ELECTRODEMECHANICAL CONNECTION5/8" X 10' COPPER CLAD GROUND ELECTRODE W/ INSPECTION WELL120'20'2345678910
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-4ELECTRICALDETAILSSCALE: NTSGROUND ROD INSPECTION WELL36"12"6" BELOW FROSTLINE/ 30" MIN.COPPER CLAD STEEL GROUNDROD 5/8"x 10'-0" LONG4" -6" LOOSE CRUSHED GRAVEL BELOWWELD. WELD SHALL REMAIN VISIBLE.1" WIDE SLOT CUT SMOOTHFOR GROUND RING. EXTENDNOTCH 2" ABOVECONDUCTORCONTINUOUS GROUNDRING #2 AWG BARE TINNEDSOLID COPPER WIRECADWELD ROD GROUNDCONNECTION TO GROUND RINGREMOVABLE COVER#2 AWG BARE TINNED SOLIDCOPPER WIRE TEST LOOP.CADWELD TO GROUND RING(TYP.)SCH. 40 PVC 8" DIAMETERFINISH GRADEGRADESCALE: NTSGROUND ROD DETAIL6" BELOW FROSTLINE/ 30" MIN.COPPER CLAD STEEL GROUNDROD 5/8"x 10'-0" LONGCONTINUOUS GROUNDRING #2 AWG BARETINNED SOLID COPPERWIRECADWELD EXOTHERMICWELD CONNECTIONFINISH GRADEANGLED ROD ACCEPTABLE, ONLYIF, ROD CAN NOT BE DRIVENVERTICAL DUE TO OBSTRUCTIONSOR BEDROCK IS ENCOUNTERED.30°GRADEBURIED, NOT DRIVEN.REPRESENTS THE MAX. TILTANGLE OF GROUND ROD.1.ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER GROUNDLOOP AND THE EQUIPMENT GROUND LOOPNOTESSCALE: NTSFINISH GRADE/SURFACE1.PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS NOTED.2.PROVIDE RGS CONDUIT BELOW PARKING LOTS & ROADWAYS.3.4" TYP. SEPARATION BETWEEN CONDUIT IN SHARED TRENCH. VERIFYFINAL REQUIREMENTS WITH LOCAL UTILITY COMPANY.NOTES30" (POWER)24" (FIBER)>6" MIN. BELOWFROST LINE4" TYP.COVER6"SAND BEDUNDERGROUND CONDUIT.SEE PLAN FOR QUANTITYCOMPACTED BACKFILL.(FREE OF DEBRIS)6" UTILITY WARNING TAPE.BURIED 12" BELOW GRADE12"UNDISTURBED SOILUNDERGROUND CONDUIT TRENCHGRADESCALE: NTSUNDERGROUND CONDUIT STUB-UP12"FINISH GRADE36" >6" MIN.
BELOW FROST LINE
RIGID NON-METALLIC CONDUITCOUPLING, AS APPICABLE.*CAP IF NOT IN USE TO MAKEWATER TIGHT W/ CONDUITMALE SCREW COVER WITHTEFLON LUBRICANTRIGID NON-METALLICCONDUIT. PROVIDE SCH.80 PVC OR EQUAL.PVC ADAPTORPVC SCH. 40 SIZE ASSHOWN ON LAYOUTTOP OF PAD6" MIN.1.PROVIDE RGS CONDUIT AND ELBOWS AT STUB-UP LOCATIONSNOTESSCALE: NTSFENCE GROUNDINGCONTINUOUS GROUNDRING #2 AWG BCWCADWELD CONNECTION#2 AWG BCWFENCE POST LEADCADWELD CONNECTION