20210475 Ver 1_Master Plan Submittal 1(reduced)_20210401

SITEWENDELL BLVDUS HIGHWAY 64US H
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BYPASSROLESVILLE RD (SR-1003)GIS CORPORATE LIMITSDATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_G-001.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:03:31 PM
DOCUMENT FOR REVIEW -NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW -NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEMASTER PLANPlan # _________5329 ROLESVILLE ROAD,WENDELL, NORTH CAROLINAVICINITY MAPNTSOWNER CONSULTANTSARCHITECTHH ARCHITECTURE1100 DRESSER COURTRALEIGH, NC 27609CONTACT: KRISTEN M. HESSPHONE: 919.828.2301EMAIL: [e-mail] ENGINEERSEPI ENGINEERING & CONSTRUCTION, INC.1 GLENWOOD AVE., SUITE 600RALEIGH, NC 27603PH: [phone]CONTACT: BRIAN EDWARDS, PEEMAIL: [e-mail] ARCHITECTURESURFACE678215 MORRIS STREET, SUITE 150DURHAM, NORTH CAROLINA 27701CONTACT: ERIC DAVISPHONE: 919.282.9122EMAIL: [e-mail] ENGINEERING & FIRE PROTECTIONSTANFORD WHITE/SALAS O'BRIEN1620 MIDTOWN PLACERALEIGH, NC 27609CONTACT: LEANN WHITEPHONE: 919.630.3404EMAIL: [e-mail] EWS - CENTRAL ENERGY PLANT & INFRASTRUCTUREWAKE TECH COMMUNITY COLLEGETHE TRUSTEES OF WAKE TECHNICALCOMMUNITY COLLEGE9101 FAYETTEVILLE ROADRALEIGH, NC 27603CONTACT: JEFFERY CARTERPHONE: 919-866-5148EMAIL: [e-mail] 22, 2021PROJECT TEAM:COVER SHEETG-001SHEET INDEX00- COVERG001COVER SHEETG002GENERAL NOTES, SYMBOLS, & ABBREVIATIONSG003ALTA SURVEY (BY OTHERS)01- CIVILCV100EXISTING CONDITIONS AND DEMOLITIONCV400EXISTING CONDITIONS AND DEMOLITION ENLARGEMENTCV401EXISTING CONDITIONS AND DEMOLITION ENLARGEMENTCV402EXISTING CONDITIONS AND DEMOLITION ENLARGEMENTCS100SITE PLANCS101SITE LAYOUT PLANCS400SITE PLAN ENLARGEMENTCS401SITE PLAN ENLARGEMENTCS402SITE PLAN ENLARGEMENTCU100UTILITY PLANCU400UTILITY PLAN ENLARGEMENTCU401UTILITY PLAN ENLARGEMENTCU402UTILITY PLAN ENLARGEMENTCU403UTILITY PLAN ENLARGEMENTCG100GRADING AND DRAINAGE PLANCG400GRADING AND DRAINAGE PLAN ENLARGEMENTCG401GRADING AND DRAINAGE PLAN ENLARGEMENTCG402GRADING AND DRAINAGE PLAN ENLARGEMENT01- LANDSCAPEG101OVERALL ILLUSTRATIVE PLANG102ILLUSTRATIVE ENLARGEMENT AG103ILLUSTRATIVE ENLARGEMENT BG104ILLUSTRATIVE ENLARGEMENT CL130LANDSCAPE STANDARD NOTESL131CEP MATERIALS PLANL132CEP FIRE DIAGRAMSL133CEP TURNING DIAGRAMSL150CEP GRADING PLANL160CEP PLANTING PLAN05 - ARCHITECTURALA201ELEVATIONSFRONTSITE YARD MAPFRONTREARSIDESIDESIDESIDEWENDELL BLVDROLESVILLE RDTRACT 3 (11.56 AC)PIN: 1774286192TRACT 2 (48.54 AC)PIN: 1774380919TRACT 1 (45.75 AC)PIN: 1774397752TRACTS 1,2, & 3 TO BECOMBINED TOSINGLE TRACT OF104.97AC W/ 0.88 ACR/W DEDICATIONSITE RECOMBINATION
DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_G-002.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:03:51 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATELIST OF ABBREVIATIONSAPPROXAPPROXIAMTEADANGLE DEVIATIONADAAMERICAN DISIBILITES ACTAc OR ACACREBndyBOUNDARYBCBOTTOM OF CURBBOCBACK OF CURBBOWBACK OF WALKBMBOOK OF MAPSBPEBUILDING PAD ELEVATIONBVCEBEGIN VERTICAL CURVE ELEVATIONBVCSBEGIN VERTICAL CURVE STATIONBWBOTTOM OF WALLC&GCURB AND GUTTERCBCATCH BASINCICURB INLETC-I-PCAST-IN-PLACEcfsCUBIC FOOT PER SECONDCLCONTROL LINE/CENTER LINECOCLEANOUTConc.CONCRETECONNCONNECTIONCu. Ft (cf)CUBIC FOOTCu Yd (cy)CUBIC YARDDble CBDOUBLE CATCH BASINDDELTADADRAINAGE AREADBDEED BOOKdbhDIAMETER AT BREAST HEIGHTDGDESIGN GROUNDDIDRAIN INLETDIPDUCTILE IRON PIPEDMHDRAIN MANHOLEDOJDEPARTMENT OF JUSTICED/SDOWNSTREAMDWGDRAWINGDWLDOUBLE WHITE LINEDYLDOUBLE YELLOW LINEEEASTECMEXISTING CONCRETE MONUMENTEIAEXISTING IRON AXLEEIPEXISTING IRON PINEIREXISTING IRON RODEGEXISTING GRADEELEV, ELELEVATIONELIPELLIPTICALEOAEDGE OF ASPHALTEOGEDGE OF GRAVELEOPEDGE OF PAVEMENTESCEROSION AND SEDIMENT CONTROLEVCEEND VERTICAL CURVE ELEVATIONEVCSEND VERTICAL CURVE STATIONEX OR EXISTEXISTINGFDCFIRE DEPARTMENT CONNECTIONFESFLARED END SECTIONFFEFINISHED FLOOR ELEVATIONFHFIRE HYDRANTFHAFIRE HYDRANT ASSEMBLYFOCFACE OF CURBFt. OR FTFEETFUTFUTUREGSGENERAL STATUTEGVGATE VALVEHCHANDICAPPEDHDPEHIGH DENSITY POLYETHYLENE PIPEHGLHYDRAULIC GRADE LINEHORIZ.HORIZONTALHPHIGH POINTIDINSIDE DIAMETERI.D.IDENTIFICATIONINVINVERTIPFIRON PIPE FOUNDL OR LENLENGTHLbsPOUNDSLPLOW POINTLWWEIR LENGTHMaxMAXIMUMMHMANHOLEMinMINIMUMN OR NONORTHNADNORTH AMERICAN DATUMNAVDNORTH AMERICAN VERTICAL DATUMNCDEQNORTH CAROLINA DEPARTMENT OF ENVIROMENTAL QUALITYNCDOTNORTH CAROLINA DEPARTMENT OF TRANSPORTATIONNICNOT IN CONTRACTNTSNOT TO SCALEOGORIGINAL GROUNDO/SOFFSETOTLTOUTLETPIPOINT OF INTERSECTIONPg OR PGPAGEPLPROPERTY LINEPOCPOINT OF CONCENTRATIONPODPOINT OF DISCHARGEPRECPRECASTPROPPROPOSEDPVCPOLY(VINYL CHLORIDE)PVIPOINT OF VERTICAL INFLECTIONPIPOINT OF INTERSECTIONPTPOINT OF TENGENCYPSPUMP STATIONPVCPOLY VINYL-CHORLIDE PIPEQtyQUANTITYRRADIUSRCPREINFORCED CONCRETE PIPERDROOFDRAINRGRCPRUBBER GASKET RCPROWRIGHT-OF-WAYS OR SOSOUTHSASURFACE AREASAN OR SSSANITARY SEWERSCHSCHEDULESDSTORM DRAINSDRSTANDARD DIMENSION RATIOSFSILT FENCESHLDSHOULDERSPSPACESSFSUPER SILT FENCESSMHSANITARY SEWER MANHOLESTASTATIONSTDSTANDARDSTRMSTORMSTMHSTORM MANHOLESq. ft (sf)SQUARE FOOTSq Yd(sy)SQUARE YARDSWLSINGLE WHITE LINESYLSINGLE YELLOW LINETTHICKNESSTBATO BE ABANDONEDTBDTO BE DETERMINEDTBRTO BE REMOVEDTCTOP OF CURBTOCTIME OF CONCENTRATIONTPFTREE PROTECTION FENCETSSBTEMPORARY SEDIMENT SKIMMER BASINTSTTEMPORARY SEDIMENT TRAPTWTOP OF WALLTyp. OR TYPTYPICALU/SUPSTREAMVERTVERTCALVCVERTICAL CURVEYIYARD INLETWWESTWDWIDE OR WIDTHNOTE: THIS LIST MAY NOT BE INCLUSIVE OF ALL ABBREVIATIONS USED WITHIN THECONSTRUCTION DRAWING SET. IF THE CONTRACTOR IS UNSURE OF AN ABBREVIATION ORTERMINOLOGY USED WITHIN THIS CONSTRUCTION SET, IT IS THE CONTRACTOR'SRESPONSIBILITY TO CONTACT THE ENGINEER FOR CLARIFICATION. THE ENGINEER OR THEOWNER WILL NOT BE HELD LIABLE FOR MISINTERPRETATION OF THE CONSTRUCTION PLANSET BY THE GENERAL CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS.LEGENDEXISTINGLINE TYPEDESCRIPTIONPROPOSEDLINETYPEEXISTINGSYMBOLDESCRIPTIONPROPOSEDSYMBOLGRAVEL CONCRETE DIRT ROADRIPRAPTRUNCATED DOMEMAILBOXSIGN, RELOCATEDFLAG POLE BOLLARDSIGNbolBOLmbMBfFASPHALTHEAVY DUTY ASPHALTLODLIMITS OF DISTURBANCEPROPERTY LINELOCLIMITS OF CONSTRUCTIONEASEMENTHEAVY DUTY CONCRETE LIGHT DUTY ASPHALTCONCRETE PVMTLIGHT DUTY CONCRETEEARTH WETLANDSBIKE RACKADA MARKINGBRICK PAVEPERVIOUSBUFFERSETBACK scoSEWER MANHOLESEWER CLEANOUTCOGREASE TRAPexss#SEWER STRUCTURE TAGss#SSSwvicvgmGMgmGMgvGVWATER VALVEWATER METERFIRE HYDRANTIRRIGATION CONTROL VALVESPRINKLER HEADICVwmPOST INDICATOR VALVEbfpSTORM MANHOLECURB INLETDROP INLETYARD INLETcbyiFLARED END SECTIONFIRE DEPARTMENT CONNECTIONfdcdiSTORM CLEANOUTBENDSWYETEEBACKFLOW PREVENTERpivexsd#SD#STORM JUNCTION BOXSTORM STRUCTURE TAGsdcoCROSSCAPREDUCERDOUBLE CURB INLETTHRUST BLOCKINGGUY POLEPOWER POLE LIGHT POLETRANSFORMERetETGUY WIREELECTRIC HANDHOLEhhHH39391.00SPOT ELEVATIONGRADE ARROWWATTLEBLOCK AND GRAVELINLET PROTECTIONSILT SACK INLETPROTECTION FILTERHORSESHOE PIPE PROTECTIONSILT SOCK INLET PROTECTIONCONSTRUCTION ENTRANCEDEWATERING BAGCONSTRUCTION ENTRANCEWITH EXIT WASH RACKHARDWARE CLOTH ANDGRAVEL INLET PROTECTIONREINFORCING MAT LININGEG 1.00FG 1.00SILT FENCE OUTLETSD>TEMPORARY DRAIN PIPE OUTLETSTABILIZATIONXXFENCECHAINLINK FENCEWOOD FENCEooooooooGUARDRAIL][][][][][][][][][][][][][][CABLE GUARDRAILACCESSIBLE ROUTETREELINEMINOR CONTOURMAJOR CONTOURSWALE CENTERLINESDSTORM DRAIN PIPE40XXXXXXDEMOLITION DESIGNATION40RDRDROOF DRAINUDUDUNDER DRAINFDFDFOUNDATION DRAINUGEUGEUNDERGROUND ELECTRICOHEOHEOVERHEAD ELECTRICSSFMSSFMSANITARY SEWER FORCEMAINSSSANITARY SEWER GRAVITY MAINSSLSANITARY SEWER LATERALWATER LINEWSWATER SERVICECWSCHWRCHILLED WATER SUPPLYCHWRCHWRCHILLED WATER RETURNHWSHWSHWRHWRTCETEMPORARY CONSTRUCTION EASEMENTLGLIMITS OF GRADINGBFBAFFLESFSILTE FENCESSFSUPER SILT FENCEGGGAS LINEGSGSGAS SERVICEWWHOT WATER SUPPLYHOT WATER RETURNtpcatvCATVF/OFOFIBER OPTICCATVCATVUNDERGROUND CABLE TVOHTOVERHEAD TELEPHONEUGTUNDERGROUND TELEPHONECATVCATVOVERHEAD CABLE TVTPFTREE PROTECTION FENCETP/SFCOMBINATION TREE PROTECTION/SILT FENCE>>>TIME OF CONCENTRATIONTD>TEMPORARY DIVERSION DITCHTEMPORARY SLOPE DRAINTEMPORARY DRAIN PIPE/CULVERTTCFTEMPORARY CONSTRUCTION FENCEPAVEMENT MARKINGDIRECTIONAL ARROWSPAVEMENT MARKINGSTOP BAREXISTING CONIFER TREEEXISTING DECIDUOUSTREEFOBFOBTELEPHONE PEDISTALCABLE BOXFIBEROPTIC MARKERFIBEROPTIC PEDISTALGAS MARKERGAS METERGAS VALVEEXISTINGPATTERNDESCRIPTIONPROPOSEDPATTERNEXISTINGSYMBOLDESCRIPTIONPROPOSEDSYMBOLGENERAL GRADING NOTES1.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE29CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE FEET IN DEPTH. EXCAVATIONEXCEEDING TWENTY FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTEREDPROFESSIONAL ENGINEER, PROVIDED TO CONTRACTOR PRIOR TO EXCAVATION.2.CONTRACTOR SHALL NOTIFIY “NC811” (811) OR (1-800-632-4949) AT LEAST THREE FULL BUSINESS DAYS PRIORTO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTORSHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATE SERVICES INDEPENDENTOF “811”. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.3.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OFPAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE THE NECESSARYSURVEYING FOR THE LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.4.ALL DIMENSIONS AND GRADES SHOWN ON THE PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIORTO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TOPROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRACOMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS ORGRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.5.PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TOBE USED IN CASE OF DISCREPANCY.6.ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED AT THE GUTTERLINE, UNLESSOTHERWISE SHOWN.7.ACCESSIBLE ROUTES AND PARKING AREAS MUST BE PROVIDED IN ACCORDANCE WITH THE CURRENT ADAREQUIREMENTS. THE TURNING SLOPE OF WALKING SURFACES CANNOT BE STEEPER THAN 1:20 AND CROSSSLOPE OF WALKING SURFACES CANNOT BE STEEPER THAN 1:48, WHICH INCLUDES CROSSWALKS. ACCESSIBLEPARKING SPACES MUST BE PROPERLY DESIGNED TO SHOW THAT FULL COMPLIANCE IS BEING PROVIDED TOCURRENT ADA REQUIREMENTS )NUMBER, LOCATION ETC.).8.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AND AS SHOWN ON THESE PLANS. THE CONTRACTORSHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION.9.THE GRADING CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR ANY REQUIRED UTILITYADJUSTMENTS AND/OR RELOCATIONS.10.THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED SANITARY SEWER, WATER MAIN, GAS AND WIREUTILITY VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TOMATCH FINISH GRADE ELEVATIONS AND SLOPES.11.THE CROSS-SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0%.12.CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION SHALL JOIN ORCONNECT TO EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES. NOTIFY DESIGNER IFDISCREPANCIES OCCUR.13.ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHERNON-COMPATIBLE SOIL TYPE OR MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLSND REFUSE DEBRIS DERIVES FROM ANY SOURCE.14.MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGESTRUCTURE, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL BECOMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT INASTM STANDARD D-1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING ORBACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH THE CERTIFICATION THAT THE SOILTESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY ACERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONALENGINEERING REPRESENTING THE LABORATORY.15.PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIEDLICENSED GEOTECHNICAL ENGINEER.16.SOIL UNDER BUILDINGS, PAVED AREAS, AND WITHIN SLOPES GREATER THAN 3:1 (H:V) SHALL BE APPROVED,PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.17.UPON THE COMPLETION OF THE EARTHWORK ACTIVITIES, THE TOWN OF WENDELL MUST BE PROVIDED WITH AFINAL GRADING REPORT THAT INCLUDES THE CORRESPONDING COMPACTION TEST RESULTS AND CERTIFIESTHE TYPE OF TILL MATERIAL AND ITS PROPER PLACEMENT.18.REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND GEOTECHNICAL REPORT FOR BUILDING PADAND PAVING SUB GRADE INFORMATION.19.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK ISENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING ANDSAFETY REQUIREMENTS.20.EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO STEEPER THAT5:1 RATIO.21.EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED, UNLESS NOTEDOTHERWISE.22.ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURINGDEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSEDLANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.23.ANY REFERENCE TO A RETAINING WALL WITHIN THE PLAN SET IS FOR APPROVAL PERTAINING TO LOCATION,APPEARANCE, AND SIZE ONLY. ALL RETAINING WALLS MY BE DESIGNED IN ACCORDANCE WITH THE TOWNOF WENDELL DESIGN AND CONSTRUCTION ORDINANCES.GENERAL EROSION AND SEDIMENT CONTROL NOTES1.TOTAL LIMITS OF DISTURBANCE : ± _____SF/______ AC2.REFER TO PHASED EROSION AND SEDIMENT CONTROL PLANS FOR CLEARING LIMITS AND TEMPORARY EROSIONCONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING LAND CLEARING OR CONSTRUCTION ACTIVITIES.3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURESBOTH ON AND OFF SITE.4.ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED WEEKLY AND AFTER EVERY RUNOFFPRODUCING RAINFALL EVENT, AS DIRECTED BY LOCAL AUTHORITIES. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.5.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY. SEEDED AREAS SHALL BECHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED , AND MULCHED AS NECESSARY TO OBTAINA DENSE STAND OF GRASS.6.CONTRACTOR SHALL PERFORM SELF-INSPECTIONS AFTER EACH PHASE OF THE PROJECT UNTIL AFTER FINALSTORMWATER/SITE STABILIZATION INSPECTION AND THE SITE IS APPROVED AS STABILIZED.7.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THEPROJECT AS SHOW ON THE PLANS.8.ALL 3:1 SLOPES SHALL BE STABILIZED WITH 'NO-MOW' NATURALIZED SEED MIX AND EROSION CONTROL MATTING.9.INSTALL PERMANENT SEEDING ALONG ALL ROADSIDE DITCHES AND CHANNELS WITHIN CONSTRUCTION LIMITS OFPROJECT. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER ISESTABLISHED.10.ALL EROSION & SEDIMENT CONTROL FENCING, FINAL INLET PROTECTIONS, FINAL PIPE INLET/OUTLET PROTECTIONS,AND TREE PROTECTION FENCING SHALL REMAIN IN PLACE UNTIL REMOVAL IS APPROVED AFTER FINALSTORMWATER/SITE STABILIZATION INSPECTION AND APPROVAL.11.INSTALL SLOPE EROSION CONTROL MATTING ON TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES,TEMPORARY SEDIMENT BASINS AND TEMPORARY SEDIMENT CATCHES, PER MANUFACTURERS SPECIFICATIONS.12.INSTALL SLOPE EROSION CONTROL MATTING AS TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OFGROUNDCOVER ON ALL TEMPORARY SLOPES GREATER THAN 6:1. INSTALL PER MANUFACTURERS SPECIFICATIONS.13.MINIMUM REQUIRED SLOPE PROTECTION FOR ALL SLOPES GREATER THAN 3:1:-LESS THAN 10' ELEVATION CHANGE: MINIMUM JUTE NETTING.-GREATER THAN 10' ELEVATION CHANGE: MINIMUM NORTH AMERICAN GREEN S75 EROSION CONTROLMATTING OR EQUIVALENT.14.MAXIMUM GRADED SLOPE SHALL NOT EXCEED 2:1.15.GROUND COVER STABILIZATION SHALL BE IN ACCORDANCE WITH NPDES PERMIT AND THE GROUND STABILIZATIONTABLE ON SHEET ______.16.DURING ALL PHASES OF CONSTRUCTION GROUND COVER ON EXPOSED SLOPES SHALL BE PROVIDED FOLLOWINGTHE COMPLETION OF ANY PHASE OF GRADING, ACCORDING TO THE GROUND STABILIZATION TABLE ON SHEET______.17.TEMPORARY CONSTRUCTION FENCE SHALL BE USED AS SHOWN ON THE PLANS TO INDICATE THE LIMITS OFDISTURBANCE AND/OR TO SECURE THE CONSTRUCTION SITE AS NECESSARY.18.ALL STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH DAY.19.INITIAL STORMWATER INLET PROTECTION FOR NEW STORM STRUCTURES SHALL BE ROCK AND GRAVEL INLETPROTECTIONS.20.ALL ROCK AND GRAVEL INLET PROTECTIONS FOR STRUCTURES WITHIN PAVED AREAS SHALL BE CONVERTED TO SILTBAG INLET PROTECTION TYPE DURING BASE PREPARATIONS FOR CURBING AND PAVEMENT.21.IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THEBORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BYTHE DIVISION OF WASTE MANAGEMENT. IF THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW ORWASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATELAND-DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROLACT AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT.22.SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THEBOUNDARIES OF THE SITE.23.ALL NCDEQ INSPECTIONS SHALL BE SCHEDULED ONLINE AT:HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NONDISCHARGE-BRANCH-SUBMITTAL-FORMGENERAL SITE NOTES1.ALL CONSTRUCTION, UNLESS SPECIFICALLY EXEMPTED BY STATE OR FEDERAL LAW, SHALL BE IN ACCORDANCEWITH THE CURRENT WAKE TECHNOLOGY COMMUNITY COLLEGE, TOWN OF WENDELL, CITY OF RALEIGH, AND/ORNORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE STANDARDS ANDSPECIFICATION, THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) STORMWATERDESIGN MANUAL, THE NORTH CAROLINA DEPARTMENT OF ENERGY, MINERAL AND LAND RESOURCES (NCDEMLR)EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, THE FINAL GEOTECHNICAL REPORT, ANDGENERAL DESIGN STANDARDS. IN THE CASE OF A CONFLICT BETWEEN THE REQUIREMENTS, THE MORE RESTRICTIVESTANDARD SHALL CONTROL.2.THE PROJECT LIMITS WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES (ANSI 117.1-2009AND CHAPTER 11 OF THE NCBC) UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM THE SITEENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT THE SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THESITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.3.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT LIMITED TOTRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION. ALL WORK SHALL COMPLY WITH ALL STATE, LOCAL ANDOSHA SAFETY STANDARDS. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO ALL CONSTRUCTIONPERSONNEL AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND THE ADJOINING PROPERTY PROTECTED FROMDAMAGE.4.NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIESCONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, ORRIGHTS-OF-WAY.5.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR CONTAINING ALL REQUIRED PERMITS AND APPROVALSPRIOR TO COMMENCING CONSTRUCTION.6.WATER, FIRE PROTECTION, ELECTRICAL, AND SEWER SERVICES MUST BE MAINTAINED FOR THE DURATION OF THEPROJECT, WITH THE EXCEPTION OF COORDINATED TIE-INS.7.ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND THE ACTUAL FIELD CONDITIONS ORANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TOTHE DESIGNER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORKDONE BY THE CONTRACTOR AFTER THE DISCOVERY OS SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIESSHALL BE DONE AT THE CONTRACTORS RISK.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONSSHOWN HEREIN BEFORE BEGINNING CONSTRUCTION.9.THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT-OF-WAY'S (PUBLIC ORPRIVATE) PRIOR TO WORKING IN THESE AREAS.10.ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATEDWITH THE RESPECTIVE UTILITY.11.ALL AREAS OUTSIDE THE "LIMITS OF CONSTRUCTION" SHALL REMAIN UNDISTURBED AT ALL TIMES.12.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILSOF SUCH DEPARTURES AND REASONS THEREOF SHALL BE PROVIDED TO THE DESIGNER AND OWNER FOR REVIEW.NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT WRITTEN PERMISSION.13.THE CONTRACTOR IS RESPONSIBLE FOR THE SCHEDULING OF, AND FEES RELATED TO, ALL INSPECTIONS,CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.14.THE ENGINEER/ARCHITECT/LANDSCAPE ARCHITECT/OWNER DISCLAIMS ANY ROLE IN THE CONSTRUCTION MEANSAND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.15.CONTRACTOR IS RESPONSIBLE FOR OBTAINING/ MAINTAINING PROPER SECURITY CREDENTIALS, AS REQUIRED, TOALLOW FOR WORK ON SITE.16.THE CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THEOWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THEPROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS, OR OTHER ADEQUATEPROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC ASWELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCEWITH ALL APPLICABLE SAFETY STANDARDS. CONTRACTOR WILL BE RESPONSIBLE FOR ONSITE DUST CONTROL.17.THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC.THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TOCLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS.18.CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR AND MAY BE PERFORMED USING ADIGITAL (CADD) FILE PROVIDED BY THE DESIGNER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELYOF ANY DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND THE CRITICAL STAKING DIMENSIONS SHOWN ONTHE PLANS (I.E. PAVEMENT WIDTHS, CURB RADII, BUILDING SETBACKS, BUILDING FOOTPRINTS ETC.). ANYMODIFICATIONS MADE BY OTHERS TO THE DIGITAL FILE PROVIDED BY THE DESIGNER SHALL RENDER IT VOID.19.BURYING CONSTRUCTION WASTE ON-SITE IS PROHIBITED.20.NO PART OF THE DISTURBED SITE MAY BE LEFT UNCOVERED OR UNSTABILIZED ONCE CONSTRUCTION IS COMPLETE.21.PLANT MATERIAL MUST BE NATIVE TO THE CLIMATE AND AREA.22.TWELVE MONTH WARRANTY IS REQUIRED FOR ALL PLANTS AND MATERIALS.23.A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTORSHALL ARRANGE THE MEETING WITH THE NCDENR AND WAKE COUNTY STAFF, THE DESIGNER, AND THE OWNER.24.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE NOTED.25.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN. CONTACT THEDESIGNER IF ANY DISCREPANCIES OCCUR.26.GENERAL BUILDING DIMENSIONS ARE SHOW ON THE PLANS. SEE ARCHITECTURAL DRAWINGS FOR SPECIFICDIMENSIONS.27.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL SOIL TESTING IS PERFORMED AND THE RESULTS FORWARDEDTO THE ENGINEER AND OWNER.28.TESTING OF MATERIAL REQUIRED FOR THE CONSTRUCTION OF THE PARKING IMPROVEMENTS SHALL BE PERFORMEDBY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LAB AND THE PAYMENT OFEACH TESTING SERVICE SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOWBY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE NCDOTAND TOWN OF WENDELL'S SPECIFICATIONS.29.ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUMDENSITY OF 100% PF THE ASTM D-1557 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN ONTHE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED ANDCOMPACTED IN MAXIMUM 8 INCH LIFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADEELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND(P.I. BETWEEN 4 AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING.30.ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES". ALL INTERNAL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, EXCEPT PARKING STALL STRIPING WHICHSHALL BE PAINTED 4" YELLOW.31.FACES OF RADII ARE 5 FT UNLESS OTHERWISE SHOWN.32.ALL PARKING SPACES SHALL BE 9' WIDE X 18' DEEP MIN.33.ALL CURB WITHIN PARKING AREAS SHALL BE 24" CURB AND GUTTER.34.WHERE SIDEWALKS OR WALKWAYS ABUT PARKING SPACES, THEY ARE TO BE A MINIMUM OF SIX (6.0) FEET WIDE(DIMENSIONED FROM BACK OF CURB TO BACK OF WALK) WITH RAMPS PROVIDED AT INTERVALS TO ALLOWADEQUATE ACCESS TO PARKING LOT(S).35.WHERE PROPOSED CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND CUTTER, A TRANSITION OF 10' SHALLBE MADE TO CONFORM TO THE EXISTING HEIGHTS AND SHAPES.36.ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS IS 1.5FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.37.CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYSMINIMUM PRIOR TO INSTALLATION.38.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALES, ADAPARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDINGS AS SHOWNON THE PLANS. ALL PAINT FOR PAVEMENT MARKINGS SHALL ADHERE TO NCDOT STANDARDS.39.ALL ADA RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT ADA REQUIREMENTSAND NORTH CAROLINA BUILDING CODE.40.HANDRAILS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITH THE LATEST NC BUILDINGCODE.41.LANDINGS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITH THE LATEST NC BUILDINGCODE, MAXIMUM SLOPE SHALL NOT BE STEEPER THAN 1:48 IN ALL DIRECTIONS.42.LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM OF ALL STARES IN ACCORDANCE WITH THE LATEST NCBUILDING CODE.43.ALL SIDEWALKS SHALL BE CONSTRUCTED OF CONCRETE. PROVIDE A NON-SKID FINISH TO ALL WALKWAYS.44.ALL SIDEWALKS THAT CONNECT TO THE PUBLIC RIGHT-OF-WAY MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND,HAVE LOW VISION, AND PEOPLE WITH MOBILITY DISABILITIES.45.TEMPORARY AND PERMANENT PEDESTRIAN EXISTING ROUTES AND ALTERNATE PEDESTRIAN ROUTES WILL BEREQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), CURRENTADA STANDARDS FOR ACCESSIBLE DESIGN, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),AND THE LATEST VERSION OF THE NC BUILDING CODE.46.TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM PAVEMENTSECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER-RIDE ALL TYPICAL PAVEMENTSECTIONS SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED.47.DOORS ARE INDICATED ON ALL BUILDINGS FOR WHICH ARCHITECTURAL DESIGN HAS OCCURRED.48.TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCONFORMANCE WITH THESE PLANS, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", AND AS FURTHERDIRECTED BY THE TOWN OF WENDELL AND NCDOT.49.ANY REFERENCE TO A RETAINING WALL WITHIN THE PLAN SET IS FOR APPROVAL PERTAINING TO LOCATION,APPEARANCE, AND SIZE ONLY. ALL RETAINING WALLS MUST BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER INACCORDANCE WITH THE TOWN OF WENDELL DESIGN AND CONSTRUCTION ORDINANCES.50.NO STRUCTURAL COMPONENT OF ANY RETAINING WALL CAN BE LOCATED WITHIN A RIGHT-OF-WAY OREASEMENT.51.EQUIPMENT AND PRODUCTS OTHER THAN SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN OBTAINEDFROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE ANYCLAIM FOR ADDITIONAL COSTS RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT.52.ALL SIGNAGE ASSOCIATED WITH THE PUBLIC STREET SYSTEM SHALL ADHERE TO MUTCD STANDARDS ANDSPECIFICATIONS.GENERAL STORMWATER NOTES1.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTALAND VERTICAL LOCATION OF ALL STORM DRAIN STRUCTURES (CURB INLETS, DRAIN INLETS, MANHOLES ETC.)AND ALL UTILITIES CROSSING THE STORM SEWER PIPE SYSTEM.2.THE STORM DRAIN CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FORCOMPLETE INSTALLATION OF THE STORM DRAIN SYSTEM.3.ALL RCP STORM DRAIN PIPES SHALL BE MINIMUM CLASS III REINFORCE CONCRETE PIPE, UNLESS OTHERWISENOTED.4.THE LOCATIONS OF STORM DRAIN STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. WHERE PROPOSEDSTORM DRAIN PIPING TIES TO EXISTING STRUCTURES, PIPES, SWALES, ETC., THE CONTRACTOR SHALL FIELDADJUST PROPOSED STORM DRAIN PIPES TO MATE THE LOCATION OF THESE EXITING FEATURES.5.ALL ROOF DRAINS SHALL BE AT MINIMUM 6" PVC (SCH 40) @ 1% MIN. SLOPE UNLESS INDICATED OTHERWISE. USEDUCTILE IRON WHEN COVER IS LESS THAN 24-IN.6.THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALLPIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THEPROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.7.UPON COMPLETION OF THE PROJECT, AND BEFORE CERTIFICATE OF OCCUPANCY SHALL BE GRANTED, THEAPPLICANT SHALL CERTIFY THAT THE COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVEDSTORMWATER MANAGEMENT PLANS AND DESIGNS, AND SHALL SUBMIT ACTUAL "AS-BUILT" PLANS FOR ALLSTORMWATER MANAGEMENT FACILITIES OR PRACTICES AFTER FINAL CONSTRUCTION IS COMPLETED."PERMITTING NOTES1.CITY OF RALEIGH WATER AND SEWER PERMITS MAY BE REQUIRED PRIOR TO COMMENCING UTILITY WORK.2.NCDENR LAND DISTURBANCE PERMIT AND CERTIFICATE OF COMPLIANCE REQUIRED PRIOR TO COMMENCINGGRADING OPERATIONS.3.NCDOT DRIVEWAY PERMIT, TWO PARTY, AND THREE-PARTY ENCROACHMENT AGREEMENT IS REQUIRED PRIORTO COMMENCING WORK WITHIN THE RIGHT-OF-WAY.GENERAL UTILITY NOTES1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS,SPECIFICATIONS AND DETAILS.2.CONTRACTOR IS RESPONSIBLE TO PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER WHICH WILL NOT RESULTIN SANITARY SEWER OVERFLOWS OR BYPASSES TO THE WATERS OF THE STATE. IF SUCH DAMAGES ARE THE RESULTOF CONTRACTORS ACTIONS, THEY ARE RESPONSIBLE FOR ALL REMEDIES AND COSTS, INCLUDING FINES.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIESAS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES CHARTED OR UNCHARTEDWHICH MIGHT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.5.MINIMUM TRENCH WIDTH AT THE TOP OF PIPE SHALL BE AT LEAST 18 INCHES GREATER THAT THE OUTSIDE DIAMETEROF THE PIPE.6.CONTRACTOR SHALL NOTIFY THE (MUNICIPAL JURISDICTION) INSPECTORS 72-HOURS PRIOR TO CONNECTING TOANY EXISTING UTILITY MAIN.7.UTILITY LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.9.COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS, UTILITYCOMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE ANDCATV.10.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.11.CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS ANDUTILITY SERVICE TO ADJACENT FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT- DOWNS WITHTHE OWNER.12.ALL VERTICAL CLEARANCE MEASUREMENTS ARE TAKEN FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.11.INSTALL PROPOSED SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISH GRADE IN NON-TRAFFIC AREAS,5-FT TO FINISH GRADE IN TRAFFIC AREAS.12.INSTALL PROPOSED WATER MAINS WITH A COVER OF NO LESS THAN 3-FT FROM THE FINISHED GRADE TO THEOUTSIDE DIAMETER OF THE PIPE.13.INSTALL ALL UTILITIES TO PROVIDE REQUIRED HORIZONTAL AND VERTICAL CLEARANCES, AS FOLLOWS;·WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED ISTHE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THETOP OF THE SEWER AND MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES AREMEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER·WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER AWATER MAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BESPECIFIED AND INSTALLED TO WATERLINE SPECIFICATIONS·MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATER MAIN AND RCP STORM DRAIN CROSSINGS;MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER AND RCP STORM DRAIN CROSSINGS.WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS AND A CONCRETECRADLE HAVING 6" (TYP.) MIN. CLEARANCE.·ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18" MIN. VERTICALSEPARATION REQUIRED14.ALL CONCRETE ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 PSI.15.ALL PROPOSED VALVES TO BE PLACED IN VALVE BOX PER DETAIL.16.ALL PROPOSED WATER PIPES REQUIRE TRACER WIRE, WITH GAS AND OIL RESISTANT INSULATION, RUNNING ALONGTHE CROWN OF THE PIPE IN CONTINUOUS LENGTHS. THE TRACER WIRE SHALL BE SECURED TO THE PIPE ININTERVALS OF 10' (MAXIMUM) WITH TAPE. ONE TRACER WIRE AND MARKER BALLS, IF SPECIFIED, WILL BE INSTALLEDALONG EACH INDIVIDUAL PIPE AND WILL NOT BE INTERCONNECTED WITH TRACER WIRES FOR OTHER PIPES. EACHTRACER WIRE WILL BE EXPOSED IN A VALVE BOX, PER DETAIL, AND THE VALVE BOX WILL NOT BE SHARED WITHOTHER TRACER WIRES.17.CONTRACTOR IS RESPONSIBLE TO PROVIDE A FULL JOINT OF PRESSURE PIPE (20') OR PROVIDE BELL JOINTRESTRAINT HARNESS IF BELL JOINTS ARE INSTALLED AT LESS THAN 18' FROM EACH BEND OR FITTING IN ADDITION TOADHERING TO SPECIFIED COMPACTION REQUIREMENTS.  IN ANY EVENT, THE CONTRACTOR IS SOLELY RESPONSIBLETO ACHIEVE SATISFACTORY PRESSURE TESTS RESULTS FOR ALL PIPE LINES WITHOUT ADDITIONAL COST OR TIME.18.A SUCCESSFUL PRESSURE TEST IS 150% OF OPERATION PRESSURE OR 150PSI (WHICHEVER IS GREATER) FOR TWOHOURS, IN ACCORDANCE WITH AWWA STANDARDS.19.THE CITY OF RALEIGH HAS THE RIGHT TO INSPECT ALL PRIVATE WATER SYSTEMS.20.THE CONTRACTOR SHALL PROTECT ALL SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALLCONSTRUCTION PHASES. THE CONTRACTOR SHALL REPAIR ANY AND ALL EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION, AT NO EXPENSE TO THE OWNER.21.ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.22.REFER TO ARCHITECTURAL DRAWINGS FOR TIE-IN LOCATIONS AND ELEVATION OF ALL UTILITIES.23.ALL BUILDING SHALL HAVE KNOX BOXES.24.PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC (SCH 40) @1.04% MIN. SLOPE UNLESS INDICATEDOTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.25.PROPOSED SANITARY SEWER SERVICES OVER 20 FEET LONG WITH LESS THAN 3 FEET OF COVER REQUIRE DUCTILEIRON PIPE.26.ALL CONDENSATE LINES SHALL BE CONNECTED TO STORM DRAINAGE SYSTEM.27.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE CITY OF RALEIGHREGULATED MATERIALS, INSTALLATION METHODS AND TESTING OF UTILITY MAINS AND SERVICES.28.ALL BUILDINGS SHALL HAVE ADDRESSES POSTED ON THE BUILDING, IN A CLEARLY VISIBLE LOCATION.29.ALL FDC'S SHALL HAVE SIGNAGE INDICATING WHICH BUILDING IT SERVES.30.FIRE LANES SHALL BE MARKED THROUGHOUT THE SITE, INCLUDING THE FRONT AND REAR OF BUILDINGS AND INFRONT OF THE FIRE HYDRANTS AND FDC'S.31.ALL GAS METERS AND ELECTRICAL EQUIPMENT SUBJECT TO VEHICLE IMPACT SHALL BE PROTECTED BY BOLLARDS.32.NO TREES, SHRUBS OR PLANTS SHALL BE WITHIN 3 FEET OF ALL FIRE DEPARTMENT EQUIPMENT.33.SEWER MAIN EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS, STUMPS, AND OTHERDEBRIS, AND SEEDED AND MULCHED UPON THE COMPLETION OF CONSTRUCTION.34.ALL VALVES SHALL BE STRAINED IN BOTH DIRECTIONS IN A MANNER CONSISTENT WITH OPERATION AS A DEAD ENDUSING STAINLESS STEEL RODDING AND BLOCKING ACCORDING TO STANDARD SPECIFICATIONS UNLESSOTHERWISE SHOWN ON THE PLANS.35.THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALLPIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THEPROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.36.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OWNER AND POWER UTILITY PROVIDER FORRELOCATION OF POWER SERVICE.37.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING FEES AND INSPECTION CHARGES.38.TEMPORARY ELECTRICAL SERVICE REQUIRED FOR PROJECT IS THE RESPONSIBILITY OF THE CONTRACTOR.39.CONTRACTOR TO COORDINATE WITH OWNER FOR PLACEMENT OF PERMANENT POWER SERVICEGENERAL DEMOLITION NOTES1.ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.2.ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING.3.IN GENERAL, FEATURES TO BE REMOVED UNDER THIS CONTRACT SHALL BE INDICATED ON THE DEMOLITION ANDEROSION CONTROL PLANS:- ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS SHOWN ON THE PLANS TO ALLOW FOR NEWCONSTRUCTION; - ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN, AND TO BEPROTECTED FROM DAMAGE. THE CONTRACTOR SHALL CONTACT OWNER IN EVENT REMOVAL/MODIFICATION OF FEATURE(S) NOTPERMITTED BECOMES REQUIRED TO COMPLETE THE WORK. CONTRACTOR WILL WAIT FOR DIRECTION FROMOWNER PRIOR TO PROCEEDING.4.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURINGCONSTRUCTION.5.PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS.CONTACT DESIGNER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITYSERVICES, FUEL TANKS AND SEPTIC SYSTEMS.6.ALL MATERIAL TO BE DEMOLISHED, DEMOLITION DEBRIS AND OTHER EXCESS WASTE MATERIAL GENERATED FROMDEMOLITION ACTIVITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED OFOFF-SITE AS DIRECTED BY THE OWNER, IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS, RULES, ANDREGULATIONS.7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINTFOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB ANDGUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PERTHE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWNON THE DRAWINGS TO BE REMOVED).8.TREE PROTECTION FENCING SHALL BE INSTALLED AS REQUIRED PRIOR TO BEGINNING CLEARING OPERATIONS.9.CLEAR AND GRUB ALL AREAS AS SHOWN ON THE PLANS AND REQUIRED TO PERMIT INSTALLATION OF NEWCONSTRUCTION, PER SPECIFICATIONS AND DRAWINGS.10.EXISTING TREES, SHRUBS OR OTHER LANDSCAPE MATERIAL NOT SHOWN TO BE REMOVED ON THE PLANS SHALL BEREMOVED ONLY AFTER APPROVAL OF DESIGNER.11.AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OFTOPSOIL, A CLEAN SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA PRIOR TO OR ATTHE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTIONFENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAININ PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF FILL, MATERIALS,OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.12.ROOT PROTECTION ZONE EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, ORSIX-FOOT RADIUS, WHICHEVER IS GREATER, NO DISTURBANCE ALLOWED WITHIN THE AREA. AREA MUST BEPROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS.13.ALL EXISTING UNDERGROUND ELEMENTS/UTILITIES SHOWN SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO LANDDISTURBING ACTIVITIES. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL CALL "811" FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.14.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULDDAMAGES OCCUR, NOTIFY DESIGNER AND REPAIR IMMEDIATELY AS DIRECTED.15.NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIESCONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, ORRIGHTS-OF-WAY.GENERAL EXISTING CONDITIONS NOTES1.THE LOCATION AND SIZE OF EXISTING UTILITIES ARE SHOWN AS APPROXIMATE ONLY. THE CONTRACTOR ISRESPONSIBLE FOR HORIZONTAL AND VERTICAL LOCATION AND THE PROTECTION OF ALL PUBLIC OR PRIVATEUTILITIES (SHOWN AND NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE.2.BOUNDARY INFORMATION TAKEN FROM OWNER SUPPLIED COPY OF AN ALTA SURVEY PREPARED BY DAVID B.JORDAN PREPARED 10-08-2020.3.TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM AN ELECTRONIC COPY OF A SURVEYPREPARED BY SEPI ENGINEERING DATED FEBRUARY, 18, 2021., DATUM NAD83/2011. ADDITIONAL CONTEXTUALINFORMATION OBTAINED FROM WAKE COUNTY G.I.S. AND ARE SHOWN FOR REFERENCE ONLY. EXISTINGCONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING ANY WORK.4.THIS SITE IS/IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA AND DEPICTED ONF.I.R.M. MAP _, DATED _ AS BEING WITHIN ZONE "X-OTHER AREA".GENERAL NOTESG-002
DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_G-003.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:04:09 PM
DOCUMENT FOR REVIEW -NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW -NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEALTA SURVEY(BY OTHERS)G-003NOTE: SITE BOUNDARY SURVEY NOT COMPLETED BY SEPI ENGINEERING & CONSTRUCTION, INC. SITE BOUNDARY INFORMATION SHOWN IN PLANS ARE BASED ON CLIENT PROVIDEDALTA SURVEY BY DAVID B. JORDAN, SHOWN HERE FOR INFORMATION PURPOSES.
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1 NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2TPSFTPSFTPSF TPSF.EX. STREETCENTERLINE (TYP.)ISOLATED EXEMPTWETLANDPOTENTIALLYJURISDICTIONALWETLANDPOTENTIALLYJURISDICTIONALWETLANDNEUSE RIPARIANBUFFER ZONE 2NEUSE RIPARIANBUFFER ZONE 2NEUSE RIPARIANBUFFER ZONE 1NEUSE RIPARIANBUFFER ZONE 1NEUSERIPARIANBUFFERZONE 2NEUSE RIPARIANBUFFER ZONE 1FIRM FLOODHAZARD AREAEX.PROPERTYBOUNDARY (TYP.)EXISTINGPROPERTYBOUNDARY (TYP.)EX. PROPERTYBOUNDARY (TYP.)EX. POND (TO BEDRAINED UNDERSEPARATE CONTRACT)PRIOR TO EARTHWORKCOMMENCMENTEX. TREELINE (TYP.)EX. TREELINE (TYP.)EX. TREELINE (TYP.)EX. BRUSHLINE (TYP.)EX. BRUSHLINE (TYP.)EX. BRUSHLINE (TYP.)EX. UTILITYROADEX. UTILITYROADEX. UTILITYROADEX. 20' UTILITYEASEMENTEX.OVERHEADUTILITY (TYP.)EX.RIPRAPEX. CEMETERY PREVIOUSLYRELOCATED UNDERSEPARATE CONTRACT.EX. STONEWALL2,100 SF JURISDICTIONALWETLAND IMPACT10,318 SF JURISDICTIONALWETLAND IMPACT745 SF JURISDICTIONALWETLAND IMPACT2,747 SF ISOLATED &EXEMPT WETLAND IMPACT304 SF ISOLATED & EXEMPTWETLAND IMPACT22,120 SF ISOLATED &EXEMPT WETLAND IMPACT4,240 SF ISOLATED &EXEMPT WETLAND IMPACT11,418 SF ISOLATED &EXEMPT WETLAND IMPACT0 SF JURISDICTIONALWETLAND IMPACTDUKE ENERGY EASEMENTTO BE ABANDONEDKEY MAPEXISTINGCONDITIONS ANDDEMOLITIONCV100NSCALE: 1" = 150'150'75'0150'DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CV100.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:04:38 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEDEMOLITION NOTES1.MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OFTHE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY AS A GENERAL GUIDEAND IN NO WAY LIMITS THE SITE CONTRACTOR FROM MAINTAINING TRAFFICCONTROL IN ACCORDANCE WITH NCDOT STANDARDS AND THE MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES, OR AS DIRECTED BY THE LOCALMUNICIPALITY.2.BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOTSTREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND ENCROACHMENTS.CROSS CHECK SPECIAL PROVISIONS WITH PLANS. MAINTAIN A COPY OF ALLPERMITS ON SITE. CONTACT LOCAL DISTRICT ENGINEER [phone] 24 HOURSBEFORE PLACING ANY CURB AND GUTTER WITHIN NCDOT RIGHT-OF-WAY.3.CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO REMOVAL OFEXISTING STRUCTURES/UTILITIES.4.SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND TO INITIATE CLEAN-UPOF LITTER AND REFUSE GENERATED BY HIMSELF AND SUBCONTRACTORS. THECLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON A REGULAR BASIS, ANDSHALL INCLUDE INITIATING ACTION AND ASSUMING ANY COST IN REMEDYING THESITUATION. ALL REFUSE AND DEBRIS SHALL BE DISPOSED OF LAWFULLY AT ANOFF-SITE LOCATION.TOTAL SITE ACREAGE: 104.31ACLIMITS OF DISTURBANCE: 59.61 ACGENERAL EXISTING CONDITIONS NOTES1.BOUNDARY INFORMATION TAKEN FROM OWNER SUPPLIED COPY OF AN ALTASURVEY PREPARED BY DAVID B. JORDAN PREPARED 10-08-2020.2.TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM ANELECTRONIC COPY OF A SURVEY PREPARED BY SEPI ENGINEERING DATEDFEBRUARY, 18, 2021., DATUM NAD83/2011. ADDITIONAL CONTEXTUALINFORMATION OBTAINED FROM WAKE COUNTY G.I.S. AND ARE SHOWN FORREFERENCE ONLY. EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO STARTING ANY WORK.3.ROCK OUTCROPPINGS DO NOT EXIST ON THE SITE. WETLANDS AND A CEMETERYDO EXIST ON THE SITE.4.CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL EXISTING UTILITY LOCATIONSPRIOR TO COMMENCING ANY LAND DISTURBANCE. REPORT ANY CONFLICTS TOENGINEER.5.COORDINATES SHOWN ARE GRID COORDINATES.6.ALL BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE NOTED.7.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES BEFORE STARTINGCONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONSAT LEAST 48 HOURS IN ADVANCE.9.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ONTHE PROJECT SITE:·STEEP SLOPES·SEPTIC FEILDS·HISTORICAL DUMP SITES
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NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2XXXXXXXXXXXXXXXXLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODMATCHLINE SEE CV402MATCHLINE SEE CV401 EXISTINGPROPERTYBOUNDARY (TYP.)EX. TREELINE (TYP.)EX. BRUSHLINE (TYP.)EX. UTILITYROADEX. UTILITYROADMATCHLINE SEE CV400 MATCHLINE SEE CV400
MATCHLINE SEE CV401 MATCHLINE SEE CV400EX. POND (TO BEDRAINED UNDERSEPARATE CONTRACT)PRIOR TO EARTHWORKCOMMENCMENT10,318 SF JURISDICTIONALWETLAND IMPACT2,747 SF ISOLATED &EXEMPT WETLAND IMPACTDUKE ENERGY EASEMENTTO BE ABANDONEDEX. TREE TO BEREMOVED (TYP.)DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CV400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:49:26 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEEXISTINGCONDITIONS ANDDEMOLITIONCV400NSCALE: 1" = 50'50'25'050'KEY MAPGENERAL EXISTING CONDITIONS NOTES1.BOUNDARY INFORMATION TAKEN FROM OWNER SUPPLIED COPY OF AN ALTASURVEY PREPARED BY DAVID B. JORDAN PREPARED 10-08-2020.2.TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM ANELECTRONIC COPY OF A SURVEY PREPARED BY SEPI ENGINEERING DATEDFEBRUARY, 18, 2021., DATUM NAD83/2011. ADDITIONAL CONTEXTUALINFORMATION OBTAINED FROM WAKE COUNTY G.I.S. AND ARE SHOWN FORREFERENCE ONLY. EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO STARTING ANY WORK.3.ROCK OUTCROPPINGS DO NOT EXIST ON THE SITE. WETLANDS AND A CEMETERYDO EXIST ON THE SITE.4.CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL EXISTING UTILITY LOCATIONSPRIOR TO COMMENCING ANY LAND DISTURBANCE. REPORT ANY CONFLICTS TOENGINEER.5.COORDINATES SHOWN ARE GRID COORDINATES.6.ALL BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE NOTED.7.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES BEFORE STARTINGCONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONSAT LEAST 48 HOURS IN ADVANCE.9.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ONTHE PROJECT SITE:·STEEP SLOPES·SEPTIC FEILDS·HISTORICAL DUMP SITESDEMOLITION NOTES1.MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OFTHE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY AS A GENERAL GUIDEAND IN NO WAY LIMITS THE SITE CONTRACTOR FROM MAINTAINING TRAFFICCONTROL IN ACCORDANCE WITH NCDOT STANDARDS AND THE MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES, OR AS DIRECTED BY THE LOCALMUNICIPALITY.2.BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOTSTREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND ENCROACHMENTS.CROSS CHECK SPECIAL PROVISIONS WITH PLANS. MAINTAIN A COPY OF ALLPERMITS ON SITE. CONTACT LOCAL DISTRICT ENGINEER [phone] 24 HOURSBEFORE PLACING ANY CURB AND GUTTER WITHIN NCDOT RIGHT-OF-WAY.3.CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO REMOVAL OFEXISTING STRUCTURES/UTILITIES.4.SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND TO INITIATE CLEAN-UPOF LITTER AND REFUSE GENERATED BY HIMSELF AND SUBCONTRACTORS. THECLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON A REGULAR BASIS, ANDSHALL INCLUDE INITIATING ACTION AND ASSUMING ANY COST IN REMEDYING THESITUATION. ALL REFUSE AND DEBRIS SHALL BE DISPOSED OF LAWFULLY AT ANOFF-SITE LOCATION.
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1 NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMATCHLINE SEE CV401POTENTIALLYJURISDICTIONALWETLAND
POTENTIALLYJURISDICTIONALWETLANDPOTENTIALLYJURISDICTIONALWETLANDPOTENTIALLYJURISDICTIONALWETLANDNEUSE RIPARIANBUFFER ZONE 2NEUSE RIPARIANBUFFER ZONE 1FIRM FLOODHAZARD AREAEX. PROPERTYBOUNDARY (TYP.)EX. TREELINE (TYP.)EX. BRUSHLINE (TYP.)EX. UTILITYROADEX. 20' UTILITYEASEMENTEX. CEMETERY PREVIOUSLYRELOCATED UNDERSEPARATE CONTRACT.EX. STONEWALLATCHLINE SEE CV400 MATCHLINE SEE CV400MATCHLINE SEE CV401 MATCHLINE SEE CV402MATCHLINE SEE CV401MATCHLINE SEE CV404
MATCHLINE SEE CV4012,100 SF JURISDICTIONALWETLAND IMPACT4,240 SF ISOLATED &EXEMPT WETLAND IMPACT11,418 SF ISOLATED &EXEMPT WETLAND IMPACTDATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CV400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:49:37 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEEXISTINGCONDITIONS ANDDEMOLITIONCV401NSCALE: 1" = 50'50'25'050'KEY MAPGENERAL EXISTING CONDITIONS NOTES1.BOUNDARY INFORMATION TAKEN FROM OWNER SUPPLIED COPY OF AN ALTASURVEY PREPARED BY DAVID B. JORDAN PREPARED 10-08-2020.2.TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM ANELECTRONIC COPY OF A SURVEY PREPARED BY SEPI ENGINEERING DATEDFEBRUARY, 18, 2021., DATUM NAD83/2011. ADDITIONAL CONTEXTUALINFORMATION OBTAINED FROM WAKE COUNTY G.I.S. AND ARE SHOWN FORREFERENCE ONLY. EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO STARTING ANY WORK.3.ROCK OUTCROPPINGS DO NOT EXIST ON THE SITE. WETLANDS AND A CEMETERYDO EXIST ON THE SITE.4.CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL EXISTING UTILITY LOCATIONSPRIOR TO COMMENCING ANY LAND DISTURBANCE. REPORT ANY CONFLICTS TOENGINEER.5.COORDINATES SHOWN ARE GRID COORDINATES.6.ALL BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE NOTED.7.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES BEFORE STARTINGCONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONSAT LEAST 48 HOURS IN ADVANCE.9.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ONTHE PROJECT SITE:·STEEP SLOPES·SEPTIC FEILDS·HISTORICAL DUMP SITESDEMOLITION NOTES1.MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OFTHE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY AS A GENERAL GUIDEAND IN NO WAY LIMITS THE SITE CONTRACTOR FROM MAINTAINING TRAFFICCONTROL IN ACCORDANCE WITH NCDOT STANDARDS AND THE MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES, OR AS DIRECTED BY THE LOCALMUNICIPALITY.2.BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOTSTREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND ENCROACHMENTS.CROSS CHECK SPECIAL PROVISIONS WITH PLANS. MAINTAIN A COPY OF ALLPERMITS ON SITE. CONTACT LOCAL DISTRICT ENGINEER [phone] 24 HOURSBEFORE PLACING ANY CURB AND GUTTER WITHIN NCDOT RIGHT-OF-WAY.3.CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO REMOVAL OFEXISTING STRUCTURES/UTILITIES.4.SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND TO INITIATE CLEAN-UPOF LITTER AND REFUSE GENERATED BY HIMSELF AND SUBCONTRACTORS. THECLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON A REGULAR BASIS, ANDSHALL INCLUDE INITIATING ACTION AND ASSUMING ANY COST IN REMEDYING THESITUATION. ALL REFUSE AND DEBRIS SHALL BE DISPOSED OF LAWFULLY AT ANOFF-SITE LOCATION.
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LOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODMATCHLINE SEE CV402.EX. STREETCENTERLINE (TYP.)ISOLATED EXEMPTWETLANDPOTENTIALLYJURISDICTIONALWETLANDNEUSE RIPARIANBUFFER ZONE 2NEUSE RIPARIANBUFFER ZONE 1NEUSERIPARIANBUFFERZONE 2NEUSE RIPARIANBUFFER ZONE 1EX.PROPERTYBOUNDARY (TYP.)EX. TREELINE (TYP.)EX. BRUSHLINE (TYP.)EX. UTILITYROADEX.OVERHEADUTILITY (TYP.)EX.RIPRAPMATCHLINE SEE CV400
MATCHLINE SEE CV401 MATCHLINE SEE CV400MATCHLINE SEE CV402MATCHLINE SEE CV40110,318 SF JURISDICTIONALWETLAND IMPACT745 SF JURISDICTIONALWETLAND IMPACT304 SF ISOLATED & EXEMPTWETLAND IMPACT22,120 SF ISOLATED &EXEMPT WETLAND IMPACTDUKE ENERGY EASEMENTTO BE ABANDONEDEX. TREE TO BEREMOVED (TYP.)EX. TREES TO BE REMOVEDWITHIN LOD (TYP.)DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CV400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:49:47 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEEXISTINGCONDITIONS ANDDEMOLITIONCV402NSCALE: 1" = 50'50'25'050'KEY MAPGENERAL EXISTING CONDITIONS NOTES1.BOUNDARY INFORMATION TAKEN FROM OWNER SUPPLIED COPY OF AN ALTASURVEY PREPARED BY DAVID B. JORDAN PREPARED 10-08-2020.2.TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM ANELECTRONIC COPY OF A SURVEY PREPARED BY SEPI ENGINEERING DATEDFEBRUARY, 18, 2021., DATUM NAD83/2011. ADDITIONAL CONTEXTUALINFORMATION OBTAINED FROM WAKE COUNTY G.I.S. AND ARE SHOWN FORREFERENCE ONLY. EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO STARTING ANY WORK.3.ROCK OUTCROPPINGS DO NOT EXIST ON THE SITE. WETLANDS AND A CEMETERYDO EXIST ON THE SITE.4.CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL EXISTING UTILITY LOCATIONSPRIOR TO COMMENCING ANY LAND DISTURBANCE. REPORT ANY CONFLICTS TOENGINEER.5.COORDINATES SHOWN ARE GRID COORDINATES.6.ALL BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE NOTED.7.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES BEFORE STARTINGCONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONSAT LEAST 48 HOURS IN ADVANCE.9.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ONTHE PROJECT SITE:·STEEP SLOPES·SEPTIC FEILDS·HISTORICAL DUMP SITESDEMOLITION NOTES1.MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OFTHE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY AS A GENERAL GUIDEAND IN NO WAY LIMITS THE SITE CONTRACTOR FROM MAINTAINING TRAFFICCONTROL IN ACCORDANCE WITH NCDOT STANDARDS AND THE MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES, OR AS DIRECTED BY THE LOCALMUNICIPALITY.2.BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOTSTREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND ENCROACHMENTS.CROSS CHECK SPECIAL PROVISIONS WITH PLANS. MAINTAIN A COPY OF ALLPERMITS ON SITE. CONTACT LOCAL DISTRICT ENGINEER [phone] 24 HOURSBEFORE PLACING ANY CURB AND GUTTER WITHIN NCDOT RIGHT-OF-WAY.3.CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO REMOVAL OFEXISTING STRUCTURES/UTILITIES.4.SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND TO INITIATE CLEAN-UPOF LITTER AND REFUSE GENERATED BY HIMSELF AND SUBCONTRACTORS. THECLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON A REGULAR BASIS, ANDSHALL INCLUDE INITIATING ACTION AND ASSUMING ANY COST IN REMEDYING THESITUATION. ALL REFUSE AND DEBRIS SHALL BE DISPOSED OF LAWFULLY AT ANOFF-SITE LOCATION.
TPSFTPSFTPSFTPSFTPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFLOD
LODLODTPSFNRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2
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DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CV400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:49:56 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEEXISTINGCONDITIONS ANDDEMOLITIONCV403NSCALE: 1" = 50'50'25'050'KEY MAPGENERAL EXISTING CONDITIONS NOTES1.BOUNDARY INFORMATION TAKEN FROM OWNER SUPPLIED COPY OF AN ALTASURVEY PREPARED BY DAVID B. JORDAN PREPARED 10-08-2020.2.TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM ANELECTRONIC COPY OF A SURVEY PREPARED BY SEPI ENGINEERING DATEDFEBRUARY, 18, 2021., DATUM NAD83/2011. ADDITIONAL CONTEXTUALINFORMATION OBTAINED FROM WAKE COUNTY G.I.S. AND ARE SHOWN FORREFERENCE ONLY. EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO STARTING ANY WORK.3.ROCK OUTCROPPINGS DO NOT EXIST ON THE SITE. WETLANDS AND A CEMETERYDO EXIST ON THE SITE.4.CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL EXISTING UTILITY LOCATIONSPRIOR TO COMMENCING ANY LAND DISTURBANCE. REPORT ANY CONFLICTS TOENGINEER.5.COORDINATES SHOWN ARE GRID COORDINATES.6.ALL BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE NOTED.7.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES BEFORE STARTINGCONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONSAT LEAST 48 HOURS IN ADVANCE.9.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ONTHE PROJECT SITE:·STEEP SLOPES·SEPTIC FEILDS·HISTORICAL DUMP SITESDEMOLITION NOTES1.MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OFTHE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY AS A GENERAL GUIDEAND IN NO WAY LIMITS THE SITE CONTRACTOR FROM MAINTAINING TRAFFICCONTROL IN ACCORDANCE WITH NCDOT STANDARDS AND THE MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES, OR AS DIRECTED BY THE LOCALMUNICIPALITY.2.BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOTSTREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND ENCROACHMENTS.CROSS CHECK SPECIAL PROVISIONS WITH PLANS. MAINTAIN A COPY OF ALLPERMITS ON SITE. CONTACT LOCAL DISTRICT ENGINEER [phone] 24 HOURSBEFORE PLACING ANY CURB AND GUTTER WITHIN NCDOT RIGHT-OF-WAY.3.CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO REMOVAL OFEXISTING STRUCTURES/UTILITIES.4.SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND TO INITIATE CLEAN-UPOF LITTER AND REFUSE GENERATED BY HIMSELF AND SUBCONTRACTORS. THECLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON A REGULAR BASIS, ANDSHALL INCLUDE INITIATING ACTION AND ASSUMING ANY COST IN REMEDYING THESITUATION. ALL REFUSE AND DEBRIS SHALL BE DISPOSED OF LAWFULLY AT ANOFF-SITE LOCATION.
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ROAD I-87 - US HWY 64SITE PLANCS100NSCALE: 1" = 100'100'50'0100'KEY MAPSITE NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,EASEMENTS, AND DIMENSIONS SHOWN HEREIN BEFORE BEGINNINGCONSTRUCTION.2.ALL AREAS OUTSIDE THE "LIMITS OF CONSTRUCTION" SHALL REMAIN UNDISTURBEDAT ALL TIMES.3.TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. VEHICULARACCESS SHALL BE MAINTAINED AT ALL TIMES.4.FIRE LANE MARKINGS SHALL CONFORM TO THE TOWN OF WENDELL DESIGNDETAILS AND SPECIFICATIONS, TOWN OF WENDELL FIRE MARSHAL, AND THECURRENT NC FIRE CODE. IF THE CRITERIA IS CONFLICTING, THE MORE RESTRICTIVEDESIGN GUIDELINE SHALL BE FOLLOWED.5.PAVEMENT MARKING MATERIALS SHALL BE THE FOLLOWING UNLESS OTHERWISESPECIFICALLY NOTED:·WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE THERMOPLASTIC;·ALL INTERNAL PAVEMENT MARKINGS SHALL BE PAINT.6.ALL PAVED PARKING FACILITIES SHALL BE STRIPED WITH FOUR INCH WHITE LINESUNLESS OTHERWISE INDICATED. ALL PARKING SPACES PROVIDED ARE TO BEMINIMUM 9' WIDE BY 18' DEEP TO FACE OF CURB.7.ALL ADA RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TOTHE CURRENT ADA REQUIREMENTS AND NORTH CAROLINA BUILDING CODE.8.ACCESSIBLE PARKING SPACE DIMENSIONS, SLOPE AND SIGNAGE SHALL COMPLYWITH THE MOST RECENT VERSION OF ANSI/ICC A117.1.9.LANDINGS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITHTHE LATEST NC BUILDING CODE, MAXIMUM SLOPE SHALL NOT BE STEEPER THAN 1:48IN ALL DIRECTIONS.10.LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM OF ALL STAIRS ANDHANDRAILS ARE REQUIRED AS SHOWN IN ACCORDANCE WITH THE LATEST NCBUILDING CODE.11.ALL SIDEWALKS SHALL BE CONSTRUCTED OF CONCRETE.12.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH THE LATEST VERSION OF THE NCBUILDING CODE.13.DOORS ARE INDICATED ON ALL BUILDINGS FOR WHICH ARCHITECTURAL DESIGNHAS OCCURRED.14.TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTORAND SHALL BE IN CONFORMANCE WITH THESE PLANS, THE "MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES", AND AS FURTHER DIRECTED BY THE TOWN OFWENDELL AND NCDOT.15.ALL RETAINING WALLS SHALL REQUIRE THE SUBMITTAL OF A STAND ALONE SET OFCONSTRUCTION DRAWINGS WITH CORRESPONDING DESIGN CALCULATIONS ANDSPECIFICATIONS FOR THE RETAINING WALL SYSTEM, PREPARED, SIGNED ANDSEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OFNORTH CAROLINA.16.ALL ON-SITE PAVEMENT SHALL BE STANDARD ASPHALT, UNLESS OTHER WISE NOTED.17.WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, CONTRACTOR SHALLMILL 1.5"x1.5" LAP JOINT IN EXISTING PAVEMENT.18.NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE,BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS OF TWO(2) FEET AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OFPAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE.DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CS100.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:05:39 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATE>>>>>>>>>>>
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Infrastructure\LD\CAD\MP_set\SE20.147.01_CS101.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:06:12 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATE
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IVEROLESVILLE RDSITE PLANCS400NSCALE: 1" = 50'50'25'050'KEY MAPSITE NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,EASEMENTS, AND DIMENSIONS SHOWN HEREIN BEFORE BEGINNINGCONSTRUCTION.2.ALL AREAS OUTSIDE THE "LIMITS OF CONSTRUCTION" SHALL REMAIN UNDISTURBEDAT ALL TIMES.3.TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. VEHICULARACCESS SHALL BE MAINTAINED AT ALL TIMES.4.FIRE LANE MARKINGS SHALL CONFORM TO THE TOWN OF WENDELL DESIGNDETAILS AND SPECIFICATIONS, TOWN OF WENDELL FIRE MARSHAL, AND THECURRENT NC FIRE CODE. IF THE CRITERIA IS CONFLICTING, THE MORE RESTRICTIVEDESIGN GUIDELINE SHALL BE FOLLOWED.5.ALL INTERNAL PAVEMENT MARKINGS SHALL BE WHITE PAINT.6.ALL PAVEMENT MARKINGS WITHIN A PUBLIC RIGHT-OF-WAY SHALL BETHERMOPLASTIC.7.ALL PAVED PARKING FACILITIES SHALL BE STRIPED WITH FOUR INCH WHITE LINES.8.ALL ADA RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TOTHE CURRENT ADA REQUIREMENTS AND NORTH CAROLINA BUILDING CODE.9.ACCESSIBLE PARKING SPACE DIMENSIONS, SLOPE AND SIGNAGE SHALL COMPLYWITH THE MOST RECENT VERSION OF ANSI/ICC A117.1.10.HANDRAILS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCEWITH THE LATEST NC BUILDING CODE.11.LANDINGS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITHTHE LATEST NC BUILDING CODE, MAXIMUM SLOPE SHALL NOT BE STEEPER THAN 1:48IN ALL DIRECTIONS.12.LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM OF ALL STAIRS INACCORDANCE WITH THE LATEST NC BUILDING CODE.13.ALL SIDEWALKS SHALL BE CONSTRUCTED OF CONCRETE.14.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH THE LATEST VERSION OF THE NCBUILDING CODE.15.DOORS ARE INDICATED ON ALL BUILDINGS FOR WHICH ARCHITECTURAL DESIGNHAS OCCURRED.16.TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTORAND SHALL BE IN CONFORMANCE WITH THESE PLANS, THE "MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES", AND AS FURTHER DIRECTED BY THE TOWN OFWENDELL AND NCDOT.17.ALL RETAINING WALLS SHALL REQUIRE THE SUBMITTAL OF A STAND ALONE SET OFCONSTRUCTION DRAWINGS WITH CORRESPONDING DESIGN CALCULATIONS ANDSPECIFICATIONS FOR THE RETAINING WALL SYSTEM, PREPARED, SIGNED ANDSEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OFNORTH CAROLINA.18.ALL ON-SITE PAVEMENT SHALL BE STANDARD ASPHALT, UNLESS OTHER WISE NOTED.19.WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, CONTRACTOR SHALLMILL 1.5"x1.5" LAP JOINT IN EXISTING PAVEMENT.20.NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE,BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS OF TWO(2) FEET AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OFPAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE.DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CS400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:06:44 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATE
BIORETENTIONFUT. TECHNOLOGY 4.080,000 SF GROSS(PHASE 1 - N.I.C.)FUT. STUDENT SERVICES /GENERAL EDUCATION-110,000 SF GROSS(PHASE 1 - N.I.C.)PAVILION(N.I.C.)LOWEMITTING& FUELEFFICIENTVEHICLESONLYGENERAL ED.BLDG 5(PHASE 3)GENERAL ED.BLDG 2(PHASE 2)FUT. UAV(N.I.C.)GENERAL ED.BLDG 3(PHASE 2)GENERAL ED.BLDG 4(PHASE 3)ELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYEMITTINGEFFICIENTVEHICLESLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYBIORETENTIONBIORETENTIONLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY4' SIDEYARD SETBACKFUT. PH 1AFUT. PH 3FUT. PH 3FUT. PH 1 (N.I.C.)FU
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Infrastructure\LD\CAD\MP_set\SE20.147.01_CS400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:07:00 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATE
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Infrastructure\LD\CAD\MP_set\SE20.147.01_CS400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:07:14 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATE
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Infrastructure\LD\CAD\MP_set\SE20.147.01_CU100.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:07:56 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEUTILITY PLANCU100NSCALE: 1" = 150'150'75'0150'KEY MAPUTILITY NOTES1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'STHE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATIONAND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESEAND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATINGCOMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FORUNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USINGAPPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METERAND BACKFLOW PREVENTER.3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO TOWN OF WENDELL STANDARDS& SPECIFICATIONS.4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTINGUTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICTWITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATEDAT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTORINVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNINGPROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT ISDETERMINED THAT RELOCATIONS ARE REQUIRED.5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTERINSTALLER MUST CONTACT CITY OF RALEIGH CROSS-CONNECTION CONTROL,DEPARTMENT OF WATER MANAGEMENT AT 919-996-3245 TO OBTAIN PERMIT ANDINSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK.6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDEDWITH 5" DIAMETER STORZ CONNECTIONS.7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGSSHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES.PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIREPLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S).9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING OR HOUSEALONG AN APPROVED APPARATUS ACCESS ROAD, AS MEASURED BY ANAPPROVED ROUTE AROUND THE BUILDING OR HOUSE. (ENFORCED AT TIME OFBUILDING PLAN SUBMITTAL), AS REQUIRED BY THE CURRENT NCFPC10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIORWALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROADSURFACE, IS REQUIRED PER THE CURRENT NCFPC.11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDEALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT CNFPC.DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROADCONSTRUCTION DETAILS.12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THECURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIREFLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TOSUPPLY THE FIREFIGHTING EFFORTS.13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOWCLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESSPROVIDED THERETO.14.ABOVE-GROUND UTILITIES TO BE SCREENED.15.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO INSTALLATIONOF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND APPLICATIONSTO THE CITY ENGINEERING DIVISION.16.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE.
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IVEROLESVILLE RD45° BEND45° BEND4" DOMESTIC AND FIRESTUBS. GV AT EASEMENT.4" DOMESTIC AND FIRESTUBS. GV AT EASEMENT.~785 LF OF 8" SITE DOMESTIC WATERSUPPLY REDUNDANCY MAINCONNECTED AT ROLESVILLE RD. TO BEINSTALLED SHOULD HARMONY LANDINGCONNECTION NOT BE MADE AVAILABLE.45° BEND45° BENDPOTENTIAL TAPPING SLEEVE& 8" VALVE CONNECTIONTO EX. 12" COR WATERMAINDUKE ENERGY EASEMENT ANDOVERHEAD DISTRIBUTION LINETO BE ABANDONED.MATCHLINE SEE CU402MATCHLINE SEE CU400DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CU400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:08:45 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEUTILITY PLANCU400NSCALE: 1" = 50'50'25'050'KEY MAPUTILITY NOTES1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'STHE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATIONAND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESEAND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATINGCOMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FORUNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USINGAPPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METERAND BACKFLOW PREVENTER.3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS &SPECIFICATIONS.4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTINGUTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICTWITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATEDAT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTORINVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNINGPROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT ISDETERMINED THAT RELOCATIONS ARE REQUIRED.5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTERINSTALLER MUST CONTACT CITY OF RALEIGH CROSS-CONNECTION CONTROL,DEPARTMENT OF WATER MANAGEMENT AT 919-996-3245 TO OBTAIN PERMIT ANDINSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK.6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDEDWITH 5" DIAMETER STORZ CONNECTIONS.7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGSSHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES.PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIREPLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S).9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING ALONG ANAPPROVED APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTEAROUND THE BUILDING. (ENFORCED AT TIME OF BUILDING PLAN SUBMITTAL), ASREQUIRED BY THE CURRENT NCFPC.10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIORWALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROADSURFACE, IS REQUIRED PER THE CURRENT NCFPC.11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDEALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT CNFPC.DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROADCONSTRUCTION DETAILS.12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THECURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIREFLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TOSUPPLY THE FIREFIGHTING EFFORTS.13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOWCLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESSPROVIDED THERETO.14.ABOVE-GROUND UTILITIES TO BE SCREENED.15.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE.
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODBIORETENTIONFUT. TECHNOLOGY 4.080,000 SF GROSS(PHASE 1 - N.I.C.)FUT. STUDENT SERVICES /GENERAL EDUCATION-110,000 SF GROSS(PHASE 1 - N.I.C.)PAVILION(N.I.C.)GENERAL ED.BLDG 5(PHASE 3)GENERAL ED.BLDG 2(PHASE 2)FUT. UAV(N.I.C.)GENERAL ED.BLDG 3(PHASE 2)GENERAL ED.BLDG 4(PHASE 3)BIORETENTIONBIORETENTION4' SIDEYARD SETBACK4' SIDEYARD SETBACK4' SIDEYARD SETBACK4' SIDEYARD SETBACKFUT.GREENHOUSES(N.I.C.)FUT. DIVERTRAINING POND(N.I.C.)FUT. FIRE RESCUETRAINING AREAPAD & STRUCTURESMATCHLINE SEE CU400MATCHLINE SEE CU403MATCHLINE SEE CU402HWRHWRHWRHWRHWRHWRHWRHWRHWRHWRHWRHWRHWRHWRHWRHW
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Infrastructure\LD\CAD\MP_set\SE20.147.01_CU400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:09:01 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEUTILITY PLANCU401NSCALE: 1" = 50'50'25'050'KEY MAPUTILITY NOTES1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'STHE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATIONAND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESEAND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATINGCOMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FORUNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USINGAPPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METERAND BACKFLOW PREVENTER.3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS &SPECIFICATIONS.4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTINGUTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICTWITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATEDAT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTORINVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNINGPROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT ISDETERMINED THAT RELOCATIONS ARE REQUIRED.5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTERINSTALLER MUST CONTACT CITY OF RALEIGH CROSS-CONNECTION CONTROL,DEPARTMENT OF WATER MANAGEMENT AT 919-996-3245 TO OBTAIN PERMIT ANDINSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK.6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDEDWITH 5" DIAMETER STORZ CONNECTIONS.7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGSSHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES.PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIREPLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S).9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING ALONG ANAPPROVED APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTEAROUND THE BUILDING. (ENFORCED AT TIME OF BUILDING PLAN SUBMITTAL), ASREQUIRED BY THE CURRENT NCFPC.10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIORWALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROADSURFACE, IS REQUIRED PER THE CURRENT NCFPC.11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDEALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT CNFPC.DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROADCONSTRUCTION DETAILS.12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THECURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIREFLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TOSUPPLY THE FIREFIGHTING EFFORTS.13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOWCLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESSPROVIDED THERETO.14.ABOVE-GROUND UTILITIES TO BE SCREENED.15.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE.
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/OF/OF/OHWSHWSHWSHWSHWSHWSHWSHWSHWSHWSHWSCHWRCHWRCHWRCHWRCHWRCHWRCHWRCHWRCHWRCHWRCHWSCHWSCHWSCHWSCHWSCHWSCHWSCHWSCHWSCHWSMATCHLINE SEE CU401FIRE HYDRANTASSEMBLY (TYP.) FIRE HYDRANTASSEMBLY (TYP.)BFP ENCLOSURE. BEGINPRIVATE WATER MAIN.12" GV8" BLOW OFF8" GV12" GVFIRE HYDRANTASSEMBLY (TYP.)INSPIRATION CIRCLEMOBILITY LANEUPWAR WENDELL BLVD6" DOMESTICAND FIRE STUBS6" DOMESTICAND FIRE STUBS45° BEND45° BEND45° BENDTAPPING SLEEVE & 12"VALVE CONNECTION TO EX.16" COR WATERMAINDUKE ENERGY EASEMENT ANDOVERHEAD DISTRIBUTION LINETO BE ABANDONED.MATCHLINE SEE CU402MATCHLINE SEE CU400DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CU400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:09:16 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEUTILITY PLANCU402NSCALE: 1" = 50'50'25'050'KEY MAPUTILITY NOTES1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'STHE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATIONAND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESEAND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATINGCOMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FORUNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USINGAPPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METERAND BACKFLOW PREVENTER.3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS &SPECIFICATIONS.4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTINGUTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICTWITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATEDAT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTORINVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNINGPROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT ISDETERMINED THAT RELOCATIONS ARE REQUIRED.5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTERINSTALLER MUST CONTACT CITY OF RALEIGH CROSS-CONNECTION CONTROL,DEPARTMENT OF WATER MANAGEMENT AT 919-996-3245 TO OBTAIN PERMIT ANDINSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK.6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDEDWITH 5" DIAMETER STORZ CONNECTIONS.7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGSSHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES.PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIREPLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S).9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING ALONG ANAPPROVED APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTEAROUND THE BUILDING. (ENFORCED AT TIME OF BUILDING PLAN SUBMITTAL), ASREQUIRED BY THE CURRENT NCFPC.10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIORWALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROADSURFACE, IS REQUIRED PER THE CURRENT NCFPC.11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDEALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT CNFPC.DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROADCONSTRUCTION DETAILS.12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THECURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIREFLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TOSUPPLY THE FIREFIGHTING EFFORTS.13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOWCLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESSPROVIDED THERETO.14.ABOVE-GROUND UTILITIES TO BE SCREENED.15.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE.
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KFUT. DIVERTRAINING POND(N.I.C.)FUT. FIRE RESCUETRAINING AREAPAD & STRUCTURES(N.I.C.)MATCHLINE SEE CU403 BO12" W12" W12" W12" W12" W12" W12" W 12" W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WHYDMATCHLINE SEE CU401 6" BLOW OFFVALVE12" GV6" VALVE45° BEND45° BEND12" GVRECEIVING PIT HERE.CONNECTION TO 12"WATERMAIN INSTALLED BYHARMONY LANDING.BEGIN ~780 LF DIRECTIONALDRILL UNDER BUFFALO CREEKTO HARMONY LANDINGSUBDIVISION.DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CU400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:09:26 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEUTILITY PLANCU403NSCALE: 1" = 50'50'25'050'KEY MAPUTILITY NOTES1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'STHE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATIONAND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESEAND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATINGCOMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FORUNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USINGAPPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METERAND BACKFLOW PREVENTER.3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS &SPECIFICATIONS.4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTINGUTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICTWITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATEDAT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTORINVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNINGPROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT ISDETERMINED THAT RELOCATIONS ARE REQUIRED.5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTERINSTALLER MUST CONTACT CITY OF RALEIGH CROSS-CONNECTION CONTROL,DEPARTMENT OF WATER MANAGEMENT AT 919-996-3245 TO OBTAIN PERMIT ANDINSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK.6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDEDWITH 5" DIAMETER STORZ CONNECTIONS.7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGSSHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES.PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIREPLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S).9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING ALONG ANAPPROVED APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTEAROUND THE BUILDING. (ENFORCED AT TIME OF BUILDING PLAN SUBMITTAL), ASREQUIRED BY THE CURRENT NCFPC.10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIORWALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROADSURFACE, IS REQUIRED PER THE CURRENT NCFPC.11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDEALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT CNFPC.DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROADCONSTRUCTION DETAILS.12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THECURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIREFLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TOSUPPLY THE FIREFIGHTING EFFORTS.13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOWCLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESSPROVIDED THERETO.14.ABOVE-GROUND UTILITIES TO BE SCREENED.15.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE.
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INGPROPOSEDSTORMWATERPOND
PROPOSEDBIORETENTIONPROPOSEDSTORMWATERROUTINGPROPOSEDSTORMWATERROUTINGPROPOSEDSTORMWATERROUTINGPROPOSEDSTORMWATERROUTINGPROPOSEDSTORMWATERROUTINGPROPOSEDBIORETENTIONPROPOSEDBIORETENTIONPROPOSED RETAININGWALL (BY OTHERS)DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CG100.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:10:10 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEGRADING ANDDRAINAGE PLANCG100NSCALE: 1" = 100'100'50'0100'KEY MAPPRELIMINARYFOR REVIEW ONLYGRADING NOTES1.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFOREBEGINNING CONSTRUCTION.2.THE CONTRACTOR SHALL HIRE AN INDEPENDENT GEOTECHNICAL ENGINEER,LICENSED IN NORTH CAROLINA, TO PROVIDE THE FOLLOWING SERVICES (CRITICALGEOTECHNICAL ENGINEERING ITEMS OF CONSTRUCTION MONITORING THATREQUIRE SPECIAL INSPECTION):•EXAMINATION OF FOUNDATION SUBGRADE CONDITIONS•SUPERVISION OF SUBGRADE PREPARATION•SUPERVISION OF EXCAVATION AND BACKFILL PLACEMENT AND COMPACTION•SUPERVISION OF BEDDING, SUBGRADE AND BACKFILL CONSTRUCTION•FILL AND PAVEMENT MATERIALS TESTING•SUPERVISION OF PAVEMENT CONSTRUCTION•ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF IN-PLACE MATERIALS.6.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACKTO EXISTING GRADE, WITH NO SHARP OR ABRUPT CHANGES.7.ALL FILL TO BE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR) UNDERPAVEMENT.8.THE PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS. REFER TO SITEDETAILS TO ESTABLISH CORRECT SUB-BASE ELEVATIONS TO BE COMPLETED UNDERTHIS CONTRACT.9.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL FLOW BYGRAVITY AWAY FROM BUILDING(S) AND ACROSS NEW PAVEMENT AND/ORLANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS, SWALES, DITCHESOR OVERLAND SHEET FLOW.10.TURF SHALL BE ESTABLISHED IN ALL DISTURBED AREAS AND AREAS LEFT UNPAVEDAND WITHOUT GRAVEL IN ACCORDANCE WITH THE SPECIFICATIONS ANDLANDSCAPE PLANS.11.ROOT PROTECTION ZONE EQUALS 1-FOOT OF RADIUS FOR EVERY INCH OFDIAMETER BREAST HEIGHT TREE TRUNK OF EXISTING TREES MEASURED AT 4 12 FEETABOVE THE GROUND WITH THE TRUNK OF THE TREE AT THE CENTER OF THE CIRCLE,OR SIX-FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHINTHIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING ANDWARNING SIGNS.12.All SLOPES DRAINING TO SCM SHALL BE STABILIZED PER THE NORTH CAROLINASTATE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.13.AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADEAROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALLBE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHEREROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALLBE INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK.14.NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKINGOF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NOTRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOTPROTECTION ZONE.STORMWATER NOTES1.AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BEGOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE TOWNOF WENDELL DESIGN GUIDELINES, IN EFFECT THE DATE CONSTRUCTION DRAWINGS AREFIRST RECEIVED FOR REVIEW BY THE TOWN.2.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S])REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 ORHEC-1 MODELS. FOR EACH SCM, AS APPLICABLE, STAGE-STORAGE RELATIONSHIP ANDINFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALL TABULATED DATAINCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE, WHETHER ORIFICE,WEIR, BARREL, OR OUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD,HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE COMMONLY USED ANDRECOGNIZED SOFTWARE PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGYACCEPTED BY THE CITY.3.USE FOR MULTI-FAMILY AND OTHER TYPE DEVELOPMENTS:STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S) AND EITHER A PAYMENTINTO THE STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATESECURITY ARE REQUIRED FOR ALL SCM(S) ASSOCIATED WITH THIS DEVELOPMENT.CONSTRUCTION OF THE DEVELOPMENT IS NOT ALLOWED TO COMMENCE UNTIL THESEITEMS ARE PROVIDED IN ACCORDANCE WITH CITY STORMWATER STANDARDS OR INACCORDANCE WITH WRITTEN THE DESIGNER SHALL SUBMIT A SEALED ENGINEER’SCONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE DEVELOPMENT PRIORTO APPROVAL OF THE CONSTRUCTION DRAWINGS IF A FINANCIAL GUARANTEE IN THEFORM OF PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS UTILIZED.4.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]),PROVIDED BY THE CERTIFYING ENGINEER OR LANDSCAPE ARCHITECT, IS REQUIRED. THEAS-BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE WAKE COUNTYAS-BUILT CHECKLIST. THE SCM AS-BUILT CERTIFICATION(S) SHALL BE APPROVED BY THESTORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINALCERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT, WITH THE EXCEPTIONOF WHEN AN APPROPRIATE CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLEFAMILY OR TOWNHOME DEVELOPMENT. WITH THIS PROVIDED CONSTRUCTION SECURITY,CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE ISSUED FOR A PERCENTAGE OFSINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS.5.STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BEREVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCMDESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWINGSUBMITTAL PROCESS. IF, AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL, IT ISFOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT PROPERLY ACCESSIBLE, OROTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THE RESPONSIBILITY OF THEAPPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTSARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THEORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE,OR UNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.6.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITHTHE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ONANY STORMWATER CONTROL MEASURE (SCM). IF THE SCM WILL BE CONSTRUCTEDINITIALLY AS A SEDIMENTATION AND EROSION CONTROL (S&EC) DEVICE, TO BECONVERTED TO A PERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTION MEETINGSHOULD BE SCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE. CALLENVIRONMENTAL CONSULTANT ASSIGNED TO PROJECT TO SCHEDULE THE REQUIREDMEETING A MINIMUM OF THREE BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE.THIS IS IN ADDITION TO OTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSIONCONTROL, ENGINEERING INSPECTIONS, ETC.7.USE FOR DEVELOPMENTS OTHER THAN SINGLE FAMILY DETACHED, TOWNHOME ANDDUPLEX RESIDENTIAL DEVELOPMENTS MAKING USE OF A NUTRIENT BANK AND/OR THENORTH CAROLINA DIVISION OF MITIGATION SERVICES (NC ECOSYSTEM ENHANCEMENTPROGRAM) WHEN INSUFFICIENT CREDITS ARE AVAILABLE FROM THE NUTRIENT BANKS: TORECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THANSINGLE FAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THATARE MAKING USE OF NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITEPLAN/PRELIMINARY PLAT IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS. IFA REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS DEVELOPMENT, THEREVISED SITE PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE ATTHE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION. PRIOR TO THEAPPROVAL OF THE SITE PLAN/PRELIMINARY PLAT, A LETTER/RECEIPT SHOWING THEPURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THENUTRIENT BANK LEDGER IF APPLICABLE, SHOWING THE TOTAL NUTRIENT CREDITSAVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO THE STORMWATERDEVELOPMENT REVIEW SECTION.
BIORETENTIONFUT. PUBLIC SAFETY 4.070,000 SF GROSS(PHASE 1 - N.I.C.)DRIVER TRAINING PAD(PAD ROUGH GRADINGONLY)ELECTR
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PROPOSEDBIORETENTIONPROPOSEDSTORMWATERROUTINGPROPOSEDSTORMWATERROUTINGPROPOSEDBIORETENTIONCENTRAL ENERGYPLANT. ONLY BUILDINGPERMITTED UNDER THISCONTRACT. REFER TOLANDSCAPE PLANS FORLOCALIZED SITE DESIGN,DETAILED GRADING,AND HARDSCAPES.DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CG400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:11:02 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEGRADING ANDDRAINAGE PLANCG400NSCALE: 1" = 50'50'25'050'KEY MAPGRADING NOTES1.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFOREBEGINNING CONSTRUCTION.2.THE CONTRACTOR SHALL HIRE AN INDEPENDENT GEOTECHNICAL ENGINEER,LICENSED IN NORTH CAROLINA, TO PROVIDE THE FOLLOWING SERVICES (CRITICALGEOTECHNICAL ENGINEERING ITEMS OF CONSTRUCTION MONITORING THATREQUIRE SPECIAL INSPECTION):•EXAMINATION OF FOUNDATION SUBGRADE CONDITIONS•SUPERVISION OF SUBGRADE PREPARATION•SUPERVISION OF EXCAVATION AND BACKFILL PLACEMENT AND COMPACTION•SUPERVISION OF BEDDING, SUBGRADE AND BACKFILL CONSTRUCTION•FILL AND PAVEMENT MATERIALS TESTING•SUPERVISION OF PAVEMENT CONSTRUCTION•ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF IN-PLACE MATERIALS.6.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TOEXISTING GRADE, WITH NO SHARP OR ABRUPT CHANGES.7.ALL FILL TO BE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR) UNDERPAVEMENT.8.THE PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS. REFER TO SITEDETAILS TO ESTABLISH CORRECT SUB-BASE ELEVATIONS TO BE COMPLETED UNDERTHIS CONTRACT.9.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL FLOW BYGRAVITY AWAY FROM BUILDING(S) AND ACROSS NEW PAVEMENT AND/ORLANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS, SWALES, DITCHESOR OVERLAND SHEET FLOW.10.TURF SHALL BE ESTABLISHED IN ALL DISTURBED AREAS AND AREAS LEFT UNPAVEDAND WITHOUT GRAVEL IN ACCORDANCE WITH THE SPECIFICATIONS ANDLANDSCAPE PLANS.11.ROOT PROTECTION ZONE EQUALS 1-FOOT OF RADIUS FOR EVERY INCH OFDIAMETER BREAST HEIGHT TREE TRUNK OF EXISTING TREES MEASURED AT 4 12 FEETABOVE THE GROUND WITH THE TRUNK OF THE TREE AT THE CENTER OF THE CIRCLE,OR SIX-FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHINTHIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING ANDWARNING SIGNS.12.All SLOPES DRAINING TO SCM SHALL BE STABILIZED PER THE NORTH CAROLINASTATE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.13.AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADEAROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALLBE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHEREROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALLBE INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK.14.NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OFEQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NOTRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOTPROTECTION ZONE.STORMWATER NOTES1.AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BEGOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE TOWNOF WENDELL DESIGN GUIDELINES, IN EFFECT THE DATE CONSTRUCTION DRAWINGS AREFIRST RECEIVED FOR REVIEW BY THE TOWN.2.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S])REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 ORHEC-1 MODELS. FOR EACH SCM, AS APPLICABLE, STAGE-STORAGE RELATIONSHIP ANDINFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALL TABULATED DATA INCLUDINGCALCULATIONS SHOWING THE LIMITING DISCHARGE, WHETHER ORIFICE, WEIR, BARREL, OROUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD, HYDRAFLOWHYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWAREPROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE COUNTY.3.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]),PROVIDED BY THE CERTIFYING ENGINEER OR LANDSCAPE ARCHITECT, IS REQUIRED. THEAS-BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE WAKE COUNTYAS-BUILT CHECKLIST. THE SCM AS-BUILT CERTIFICATION(S) SHALL BE APPROVED BY THESTORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINALCERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT.4.STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BEREVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCMDESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWINGSUBMITTAL PROCESS. IF, AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL, IT ISFOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT PROPERLY ACCESSIBLE, OROTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THE RESPONSIBILITY OF THEAPPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTSARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THEORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE, ORUNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.5.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THESTORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANYSTORMWATER CONTROL MEASURE (SCM). IF THE SCM WILL BE CONSTRUCTED INITIALLY ASA SEDIMENTATION AND EROSION CONTROL (S&EC) DEVICE, TO BE CONVERTED TO APERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTION MEETING SHOULD BESCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE. CALL ENVIRONMENTALCONSULTANT ASSIGNED TO PROJECT TO SCHEDULE THE REQUIRED MEETING A MINIMUMOF THREE BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE. THIS IS IN ADDITION TOOTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL,ENGINEERING INSPECTIONS, ETC.6.USE FOR DEVELOPMENTS OTHER THAN SINGLE FAMILY DETACHED, TOWNHOME ANDDUPLEX RESIDENTIAL DEVELOPMENTS MAKING USE OF A NUTRIENT BANK AND/OR THENORTH CAROLINA DIVISION OF MITIGATION SERVICES (NC ECOSYSTEM ENHANCEMENTPROGRAM) WHEN INSUFFICIENT CREDITS ARE AVAILABLE FROM THE NUTRIENT BANKS: TORECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THANSINGLE FAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THATARE MAKING USE OF NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITEPLAN/PRELIMINARY PLAT IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS. IFA REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS DEVELOPMENT, THEREVISED SITE PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE ATTHE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION. PRIOR TO THEAPPROVAL OF THE SITE PLAN/PRELIMINARY PLAT, A LETTER/RECEIPT SHOWING THEPURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THENUTRIENT BANK LEDGER IF APPLICABLE, SHOWING THE TOTAL NUTRIENT CREDITSAVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO THE STORMWATERDEVELOPMENT REVIEW SECTION.
BIORETENTIONFUT. TECHNOLOGY 4.080,000 SF GROSS(PHASE 1 - N.I.C.)FUT. STUDENT SERVICES /GENERAL EDUCATION-110,000 SF GROSS(PHASE 1 - N.I.C.)PAVILION(N.I.C.)LOWEMITTING& FUELEFFICIENTVEHICLESONLYGENERAL ED.BLDG 5(PHASE 3)GENERAL ED.BLDG 2(PHASE 2)FUT. UAV(N.I.C.)GENERAL ED.BLDG 3(PHASE 2)GENERAL ED.BLDG 4(PHASE 3)ELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYEMITTINGEFFICIENTVEHICLESLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYBIORETENTIONBIORETENTIONLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY4' SIDEYARD SETBACKFUT. PH 1AFUT. PH 3FUT. PH 3FUT. PH 1 (N.I.C.)FU
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Infrastructure\LD\CAD\MP_set\SE20.147.01_CG400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:11:23 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEGRADING ANDDRAINAGE PLANCG401NSCALE: 1" = 50'50'25'050'KEY MAPGRADING NOTES1.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFOREBEGINNING CONSTRUCTION.2.THE CONTRACTOR SHALL HIRE AN INDEPENDENT GEOTECHNICAL ENGINEER,LICENSED IN NORTH CAROLINA, TO PROVIDE THE FOLLOWING SERVICES (CRITICALGEOTECHNICAL ENGINEERING ITEMS OF CONSTRUCTION MONITORING THATREQUIRE SPECIAL INSPECTION):•EXAMINATION OF FOUNDATION SUBGRADE CONDITIONS•SUPERVISION OF SUBGRADE PREPARATION•SUPERVISION OF EXCAVATION AND BACKFILL PLACEMENT AND COMPACTION•SUPERVISION OF BEDDING, SUBGRADE AND BACKFILL CONSTRUCTION•FILL AND PAVEMENT MATERIALS TESTING•SUPERVISION OF PAVEMENT CONSTRUCTION•ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF IN-PLACE MATERIALS.6.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TOEXISTING GRADE, WITH NO SHARP OR ABRUPT CHANGES.7.ALL FILL TO BE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR) UNDERPAVEMENT.8.THE PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS. REFER TO SITEDETAILS TO ESTABLISH CORRECT SUB-BASE ELEVATIONS TO BE COMPLETED UNDERTHIS CONTRACT.9.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL FLOW BYGRAVITY AWAY FROM BUILDING(S) AND ACROSS NEW PAVEMENT AND/ORLANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS, SWALES, DITCHESOR OVERLAND SHEET FLOW.10.TURF SHALL BE ESTABLISHED IN ALL DISTURBED AREAS AND AREAS LEFT UNPAVEDAND WITHOUT GRAVEL IN ACCORDANCE WITH THE SPECIFICATIONS ANDLANDSCAPE PLANS.11.ROOT PROTECTION ZONE EQUALS 1-FOOT OF RADIUS FOR EVERY INCH OFDIAMETER BREAST HEIGHT TREE TRUNK OF EXISTING TREES MEASURED AT 4 12 FEETABOVE THE GROUND WITH THE TRUNK OF THE TREE AT THE CENTER OF THE CIRCLE,OR SIX-FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHINTHIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING ANDWARNING SIGNS.12.All SLOPES DRAINING TO SCM SHALL BE STABILIZED PER THE NORTH CAROLINASTATE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.13.AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADEAROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALLBE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHEREROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALLBE INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK.14.NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OFEQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NOTRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOTPROTECTION ZONE.STORMWATER NOTES1.AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BEGOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE TOWNOF WENDELL DESIGN GUIDELINES, IN EFFECT THE DATE CONSTRUCTION DRAWINGS AREFIRST RECEIVED FOR REVIEW BY THE TOWN.2.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S])REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 ORHEC-1 MODELS. FOR EACH SCM, AS APPLICABLE, STAGE-STORAGE RELATIONSHIP ANDINFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALL TABULATED DATA INCLUDINGCALCULATIONS SHOWING THE LIMITING DISCHARGE, WHETHER ORIFICE, WEIR, BARREL, OROUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD, HYDRAFLOWHYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWAREPROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE COUNTY.3.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]),PROVIDED BY THE CERTIFYING ENGINEER OR LANDSCAPE ARCHITECT, IS REQUIRED. THEAS-BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE WAKE COUNTYAS-BUILT CHECKLIST. THE SCM AS-BUILT CERTIFICATION(S) SHALL BE APPROVED BY THESTORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINALCERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT.4.STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BEREVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCMDESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWINGSUBMITTAL PROCESS. IF, AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL, IT ISFOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT PROPERLY ACCESSIBLE, OROTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THE RESPONSIBILITY OF THEAPPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTSARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THEORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE, ORUNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.5.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THESTORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANYSTORMWATER CONTROL MEASURE (SCM). IF THE SCM WILL BE CONSTRUCTED INITIALLY ASA SEDIMENTATION AND EROSION CONTROL (S&EC) DEVICE, TO BE CONVERTED TO APERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTION MEETING SHOULD BESCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE. CALL ENVIRONMENTALCONSULTANT ASSIGNED TO PROJECT TO SCHEDULE THE REQUIRED MEETING A MINIMUMOF THREE BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE. THIS IS IN ADDITION TOOTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL,ENGINEERING INSPECTIONS, ETC.6.USE FOR DEVELOPMENTS OTHER THAN SINGLE FAMILY DETACHED, TOWNHOME ANDDUPLEX RESIDENTIAL DEVELOPMENTS MAKING USE OF A NUTRIENT BANK AND/OR THENORTH CAROLINA DIVISION OF MITIGATION SERVICES (NC ECOSYSTEM ENHANCEMENTPROGRAM) WHEN INSUFFICIENT CREDITS ARE AVAILABLE FROM THE NUTRIENT BANKS: TORECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THANSINGLE FAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THATARE MAKING USE OF NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITEPLAN/PRELIMINARY PLAT IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS. IFA REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS DEVELOPMENT, THEREVISED SITE PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE ATTHE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION. PRIOR TO THEAPPROVAL OF THE SITE PLAN/PRELIMINARY PLAT, A LETTER/RECEIPT SHOWING THEPURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THENUTRIENT BANK LEDGER IF APPLICABLE, SHOWING THE TOTAL NUTRIENT CREDITSAVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO THE STORMWATERDEVELOPMENT REVIEW SECTION.
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Infrastructure\LD\CAD\MP_set\SE20.147.01_CG400.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:11:43 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATEGRADING ANDDRAINAGE PLANCG402NSCALE: 1" = 50'50'25'050'KEY MAPGRADING NOTES1.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFOREBEGINNING CONSTRUCTION.2.THE CONTRACTOR SHALL HIRE AN INDEPENDENT GEOTECHNICAL ENGINEER,LICENSED IN NORTH CAROLINA, TO PROVIDE THE FOLLOWING SERVICES (CRITICALGEOTECHNICAL ENGINEERING ITEMS OF CONSTRUCTION MONITORING THATREQUIRE SPECIAL INSPECTION):•EXAMINATION OF FOUNDATION SUBGRADE CONDITIONS•SUPERVISION OF SUBGRADE PREPARATION•SUPERVISION OF EXCAVATION AND BACKFILL PLACEMENT AND COMPACTION•SUPERVISION OF BEDDING, SUBGRADE AND BACKFILL CONSTRUCTION•FILL AND PAVEMENT MATERIALS TESTING•SUPERVISION OF PAVEMENT CONSTRUCTION•ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF IN-PLACE MATERIALS.6.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TOEXISTING GRADE, WITH NO SHARP OR ABRUPT CHANGES.7.ALL FILL TO BE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR) UNDERPAVEMENT.8.THE PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS. REFER TO SITEDETAILS TO ESTABLISH CORRECT SUB-BASE ELEVATIONS TO BE COMPLETED UNDERTHIS CONTRACT.9.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL FLOW BYGRAVITY AWAY FROM BUILDING(S) AND ACROSS NEW PAVEMENT AND/ORLANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS, SWALES, DITCHESOR OVERLAND SHEET FLOW.10.TURF SHALL BE ESTABLISHED IN ALL DISTURBED AREAS AND AREAS LEFT UNPAVEDAND WITHOUT GRAVEL IN ACCORDANCE WITH THE SPECIFICATIONS ANDLANDSCAPE PLANS.11.ROOT PROTECTION ZONE EQUALS 1-FOOT OF RADIUS FOR EVERY INCH OFDIAMETER BREAST HEIGHT TREE TRUNK OF EXISTING TREES MEASURED AT 4 12 FEETABOVE THE GROUND WITH THE TRUNK OF THE TREE AT THE CENTER OF THE CIRCLE,OR SIX-FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHINTHIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING ANDWARNING SIGNS.12.All SLOPES DRAINING TO SCM SHALL BE STABILIZED PER THE NORTH CAROLINASTATE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.13.AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADEAROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALLBE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHEREROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALLBE INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK.14.NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OFEQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NOTRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOTPROTECTION ZONE.STORMWATER NOTES1.AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BEGOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE TOWNOF WENDELL DESIGN GUIDELINES, IN EFFECT THE DATE CONSTRUCTION DRAWINGS AREFIRST RECEIVED FOR REVIEW BY THE TOWN.2.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S])REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 ORHEC-1 MODELS. FOR EACH SCM, AS APPLICABLE, STAGE-STORAGE RELATIONSHIP ANDINFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALL TABULATED DATA INCLUDINGCALCULATIONS SHOWING THE LIMITING DISCHARGE, WHETHER ORIFICE, WEIR, BARREL, OROUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD, HYDRAFLOWHYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWAREPROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE COUNTY.3.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]),PROVIDED BY THE CERTIFYING ENGINEER OR LANDSCAPE ARCHITECT, IS REQUIRED. THEAS-BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE WAKE COUNTYAS-BUILT CHECKLIST. THE SCM AS-BUILT CERTIFICATION(S) SHALL BE APPROVED BY THESTORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINALCERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT.4.STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BEREVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCMDESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWINGSUBMITTAL PROCESS. IF, AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL, IT ISFOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT PROPERLY ACCESSIBLE, OROTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THE RESPONSIBILITY OF THEAPPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTSARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THEORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE, ORUNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.5.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THESTORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANYSTORMWATER CONTROL MEASURE (SCM). IF THE SCM WILL BE CONSTRUCTED INITIALLY ASA SEDIMENTATION AND EROSION CONTROL (S&EC) DEVICE, TO BE CONVERTED TO APERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTION MEETING SHOULD BESCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE. CALL ENVIRONMENTALCONSULTANT ASSIGNED TO PROJECT TO SCHEDULE THE REQUIRED MEETING A MINIMUMOF THREE BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE. THIS IS IN ADDITION TOOTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL,ENGINEERING INSPECTIONS, ETC.6.USE FOR DEVELOPMENTS OTHER THAN SINGLE FAMILY DETACHED, TOWNHOME ANDDUPLEX RESIDENTIAL DEVELOPMENTS MAKING USE OF A NUTRIENT BANK AND/OR THENORTH CAROLINA DIVISION OF MITIGATION SERVICES (NC ECOSYSTEM ENHANCEMENTPROGRAM) WHEN INSUFFICIENT CREDITS ARE AVAILABLE FROM THE NUTRIENT BANKS: TORECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THANSINGLE FAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THATARE MAKING USE OF NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITEPLAN/PRELIMINARY PLAT IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS. IFA REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS DEVELOPMENT, THEREVISED SITE PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE ATTHE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION. PRIOR TO THEAPPROVAL OF THE SITE PLAN/PRELIMINARY PLAT, A LETTER/RECEIPT SHOWING THEPURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THENUTRIENT BANK LEDGER IF APPLICABLE, SHOWING THE TOTAL NUTRIENT CREDITSAVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO THE STORMWATERDEVELOPMENT REVIEW SECTION.
20-076
####
NO.REVISION DATE
DATE ISSUED
SHEET
PROJECT NUMBER
S:\2020\20-076 Wake Technical CC - Central Energy Plant Design Build\Drawings\Revit Families\Titleblocks\Site Titleblock\30x42 Early Site Package Titleblock.dwgBy: Megan Paris Colfer Plot Time: 1/26/2021 5:25:47 PM DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
Skanska USA Building, Inc.
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
HH Architecture
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301 Email
[e-mail]
SEPI, Inc. C-2197
1 Glenwood Ave, Ste 600
Raleigh, NC 27603
Office 919.789.997
Web sepiinc.com
Brian Edwards,PE
#043152
NOTE:
These drawings are the property of SEPI,
Engineering & Construction, Inc. Copyright
2021 All rights reserved. They may not be used
for any purpose without written permission.
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Call before you dig.
below.Know what's
NOTICE:
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR NEITHER THE
OWNER NOR THE ENGINEER SHALL BE EXPECTED TO
ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY
NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
Surface 678, PA
The Imperial Building
215 Morris Street, Suite 150
Durham, NC 27701
Office 919.419.1199
Web surface678.com
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MATCHLINE: SEE G102
MATCHLINE: SEE G104 MATCHLINE MATCHLINE
MATCHLINE: SEE G102
MATCHLINE: SEE G104
EXISTING VEGETATION
TO REMAIN
20 FT GATEWAY BUFFER:
(3) CANOPY TREE AND (12) SHRUBS
EVERY 100 LF
OVERHEAD POWER EASEMENT;
REFER TO OTHERS, TYP.
WETLAND, TYP.
STREAM BUFFER, 50 FT
NO MOW ZONE, 10 FT
REFORESTED EDGE
WE
N
D
E
L
L
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V
D
PR
O
P
E
R
T
Y
LI
N
E
PR
O
P
E
R
T
Y
LI
N
E
PROPERTY LINEFUTURE PARKING
DECK
FUTURE
RESIDENTIAL
FUTURE
RESIDENTIAL
MOBILITY LANESTREET TREE, TYP.
40 FT O.C. AVE.
UNDERSTORY TREE, TYP.
30 FT O.C. AVE.
WATER PIPE EASEMENT;
REFER TO CIVIL, TYP.ABCDEFGH1 2 3 4 5 6 7 8
03/19/2021
20-076
####
NO.REVISION DATE
DATE ISSUED
SHEET
PROJECT NUMBER
S:\2020\20-076 Wake Technical CC - Central Energy Plant Design Build\Drawings\Revit Families\Titleblocks\Site Titleblock\30x42 Early Site Package Titleblock.dwgBy: Megan Paris Colfer Plot Time: 1/26/2021 5:25:47 PM DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
Skanska USA Building, Inc.
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
HH Architecture
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301 Email
[e-mail]
SEPI, Inc. C-2197
1 Glenwood Ave, Ste 600
Raleigh, NC 27603
Office 919.789.997
Web sepiinc.com
Brian Edwards,PE
#043152
NOTE:
These drawings are the property of SEPI,
Engineering & Construction, Inc. Copyright
2021 All rights reserved. They may not be used
for any purpose without written permission.
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Call before you dig.
below.Know what's
NOTICE:
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR NEITHER THE
OWNER NOR THE ENGINEER SHALL BE EXPECTED TO
ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY
NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
Surface 678, PA
The Imperial Building
215 Morris Street, Suite 150
Durham, NC 27701
Office 919.419.1199
Web surface678.com
90% SDNORTHCARO
LI
NASU
R
FACE 6 7 8 ,P.A.REG
I
STEREDLAN DSC A P E ARCH
ITE
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C DAVISR
EGISTERED LA N D SCAP
E
ARCHITECT1330
0'25'50'100'WTCC EWS - PHASE ONE SITEINFRASTRUCTUREWAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591NCCCS No. 2305 JOB No. 20-076ILLUSTRATIVE
ENLARGEMENT B
G103
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CHLINE: SEE G104
VUA - PARKING LOT SCREEN
PLANTING ISLAND, 300 SF:
(1) CANOPY TREE, (X) SHRUBS
PER UDO, TYP.
20FT TYPE B BUFFER YARD:
OWNER IS RESPONSIBLE FOR REPLACEMENT
OF ANY EXISTING VEGETATION WITHIN THE BUFFER
WHICH HAS DIED AND ACCOUNTS FOR THE
VEGETATION STANDARDS PRESCRIBED IN THE
UDO 8.6.B.2 TYPE B BUFFER YARD,
(1) TREE EVERY 25FT AND (1) SHRUB EVERY 6FT
FUTURE PHASE
WETLAND, TYP.
FUTURE INTERNAL
CAMPUS PEDESTRIAN PATH
REFORESTED EDGE
INSPIRATION CIRCLE
RESC
U
E
R ROAD
INSPIRATION CIRCLEINSP
IRAT
ION
C
IRCLE
FUTURE GENERAL
EDUCATION
BUILDING
FUTURE
TECHNOLOGY
4.0 BUILDING
FUTURE GENERAL
EDUCATION
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FUTURE GENERAL
EDUCATION
BUILDING
FUTURE OUTDOOR
PAVILION
FUTURE UAV PAD
PROPERTY LINE
PROPERTY LINEPLANTED BIORETENTION
DUMPSTER ENCLOSURES;
REFER TO CIVIL
NO MOW ZONE, 10 FT TYP.
STREAM BUFFER, 50 FT TYP.
SANITARY LINE EASEMENT;
REFER TO OTHERS, TYP.
SANITARY LINE;
REFER TO CIVIL, TYP.
SANITARY LINE;
REFER TO CIVIL, TYP.
UTILITY EASEMENT;
REFER TO CIVIL, TYP.
SANITARY LINE EASEMENT;
REFER TO OTHERS, TYP.
STREET TREE, TYP.
40 FT O.C. AVE.
WATER PIPE EASEMENT;
REFER TO CIVIL, TYP.ABCDEFGH1 2 3 4 5 6 7 8
03/19/2021
20-076
####
NO.REVISION DATE
DATE ISSUED
SHEET
PROJECT NUMBER
S:\2020\20-076 Wake Technical CC - Central Energy Plant Design Build\Drawings\Revit Families\Titleblocks\Site Titleblock\30x42 Early Site Package Titleblock.dwgBy: Megan Paris Colfer Plot Time: 1/26/2021 5:25:47 PM DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
Skanska USA Building, Inc.
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
HH Architecture
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301 Email
[e-mail]
SEPI, Inc. C-2197
1 Glenwood Ave, Ste 600
Raleigh, NC 27603
Office 919.789.997
Web sepiinc.com
Brian Edwards,PE
#043152
NOTE:
These drawings are the property of SEPI,
Engineering & Construction, Inc. Copyright
2021 All rights reserved. They may not be used
for any purpose without written permission.
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Call before you dig.
below.Know what's
NOTICE:
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR NEITHER THE
OWNER NOR THE ENGINEER SHALL BE EXPECTED TO
ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY
NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
Surface 678, PA
The Imperial Building
215 Morris Street, Suite 150
Durham, NC 27701
Office 919.419.1199
Web surface678.com
90% SDNORTHCARO
LI
NASU
R
FACE 6 7 8 ,P.A.REG
I
STEREDLAN DSC A P E ARCH
ITE
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C DAVISR
EGISTERED LA N D SCAP
E
ARCHITECT1330
0'25'50'100'WTCC EWS - PHASE ONE SITEINFRASTRUCTUREWAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591NCCCS No. 2305 JOB No. 20-076ILLUSTRATIVE
ENLARGEMENT A
G102
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FUTURE OUTDOOR PAVILION
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FUTURE PARKING DECK
FUTURE RESIDENTIAL INSPIR
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WENDELL BLVD
PROPERTY LINE
PHASE 1
BOUNDARY PROPERTY LINEPROP
E
R
T
Y LINE
PHASE 1BOUNDARYPROPERT
Y
LINE
PHASE LINE;
REFER TO CIVIL
20-076
03/19/2021
####
NO.REVISION DATE
DATE ISSUED
SHEET
PROJECT NUMBER
S:\2020\20-076 Wake Technical CC - Central Energy Plant Design Build\Drawings\Revit Families\Titleblocks\Site Titleblock\30x42 Early Site Package Titleblock.dwgBy: Megan Paris Colfer Plot Time: 1/26/2021 5:25:47 PM DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
Skanska USA Building, Inc.
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
HH Architecture
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301 Email
[e-mail]
SEPI, Inc. C-2197
1 Glenwood Ave, Ste 600
Raleigh, NC 27603
Office 919.789.997
Web sepiinc.com
Brian Edwards,PE
#043152
NOTE:
These drawings are the property of SEPI,
Engineering & Construction, Inc. Copyright
2021 All rights reserved. They may not be used
for any purpose without written permission.
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Call before you dig.
below.Know what's
NOTICE:
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR NEITHER THE
OWNER NOR THE ENGINEER SHALL BE EXPECTED TO
ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY
NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
Surface 678, PA
The Imperial Building
215 Morris Street, Suite 150
Durham, NC 27701
Office 919.419.1199
Web surface678.com
90% SDNORTHCARO
LI
NASU
R
FACE 6 7 8 ,P.A.REG
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STEREDLAN DSC A P E ARCH
ITE
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C DAVISR
EGISTERED LA N D SCAP
E
ARCHITECT1330
0'60'120'240'WTCC EWS - PHASE ONE SITEINFRASTRUCTUREWAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591NCCCS No. 2305 JOB No. 20-076OVERALL
ILLUSTRATIVE PLAN
G101ABCDEFGH12345678
GENERAL NOTES - APPLY TO ALL LANDSCAPE (LXXX) SHEETS
1.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING SITE
CONDITIONS PRIOR TO CONSTRUCTION.
2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR
ADHERENCE TO ORDINANCES, REGULATIONS, LAWS AND CODES HAVING JURISDICTION
OVER THE PROPERTY PRIOR TO COMMENCING WORK.
3.ALL MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL MEET THE DUKE
UNIVERSITY CONSTRUCTION STANDARDS AND GUIDELINES AND ALL APPLICABLE RULES
AND REGULATIONS UNLESS OTHERWISE STATED.
4.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD
PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC ONE CALL CENTER AT
1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUND
EXISTING UTILITIES TO REMAIN.
5.ALL WORK WITHIN THE NCDOT ROW SHALL CONFORM TO NCDOT STANDARDS AND
SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN ALL NEEDED PERMITS, AGREEMENTS
AND SUPPLY NOTIFICATIONS OF CLOSURES FROM THE NCDOT.
6.CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE
CONTRACTOR USING A DIGITAL (CAD) FILE PROVIDED THROUGH THE ARCHITECT/GC. THE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND THE STAKING DIMENSIONS
SHOWN ON THE PLAN OR DISCREPANCIES FOUND BETWEEN THE LAYOUT AND THE SITE.
ANY MODIFICATIONS MADE BY OTHERS TO THE DIGITAL FILE PROVIDED SHALL RENDER IT
VOID. IN THE EVENT OF DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE
DESIGN LAYOUT OR EXISTING CONDITIONS, THE CONTRACT DOCUMENTS TAKE
PRECEDENCE OVER THE DIGITAL FILE.
7.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING FOR ELECTRIC,
DRAINAGE, AND UTILITIES PRIOR TO THE INSTALLATION OF COMPACTED SUB-GRADE,
SUB-BASE AND PAVEMENT AS NECESSARY. SLEEVES TO BE INSTALLED AT A MINIMUM DEPTH
BELOW GRADE AS PER LOCAL CODES.
8.ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE AND
EMERGENCY APPARATUS DURING CONSTRUCTION.
9.SEE CIVIL DRAWINGS FOR DRAINAGE CONNECTIONS AND OTHER UTILITY
CONNECTIONS TO THE BUILDING.
10.SEE CIVIL SHEET FOR SEDIMENTATION AND EROSION CONTROL MEASURES.
11.SEE CIVIL SHEET FOR UTILITY AND UNDERGROUND STORM DRAINAGE INFORMATION.
GENERAL NOTES
1. LOCATION AND TOPOGRAPHICAL INFORMATION WAS TAKEN FROM AN
ACTUAL FIELD SURVEY PERFORMED BY SEPI INC. SURFACE 678 ASSUMES
NO RESPONSIBILITY FOR DESIGN OR CONSTRUCTION CHANGES CAUSED BY
INACCURACIES IN SURVEYS.
2. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH
EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY
PERMITS AND FOR ADHERENCE TO ORDINANCES, REGULATIONS, LAWS
AND CODES HAVING JURISDICTION OVER THE PROPERTY PRIOR TO
COMMENCING WORK.
4. ALL MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL MEET THE
WAKE COUNTY, TOWN OF CARY, AND STATE OF NORTH CAROLINA
SPECIFICATIONS AND DESIGN STANDARDS.
5. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC
ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
6. ALL WORK WITHIN THE NCDOT ROW SHALL CONFORM TO NCDOT
STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN ALL
NEEDED PERMITS, AGREEMENTS AND SUPPLY NOTIFICATIONS OF CLOSURES
FROM THE NCDOT.
7. CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE
CONTRACTOR USING A DIGITAL (CAD) FILE PROVIDED THROUGH THE
ARCHITECT/GC. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE
DIGITAL FILE AND THE STAKING DIMENSIONS SHOWN ON THE PLAN OR
DISCREPANCIES FOUND BETWEEN THE LAYOUT AND THE SITE. ANY
MODIFICATIONS MADE BY OTHERS TO THE DIGITAL FILE PROVIDED SHALL
RENDER IT VOID. IN THE EVENT OF DISCREPANCIES BETWEEN THE
CONTRACT DOCUMENTS AND THE DESIGN LAYOUT OR EXISTING
CONDITIONS, THE CONTRACT DOCUMENTS TAKE PRECEDENCE OVER THE
DIGITAL FILE.
8. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING FOR
ELECTRIC, DRAINAGE, AND UTILITIES PRIOR TO THE INSTALLATION OF
COMPACTED SUB-GRADE, SUB-BASE AND PAVEMENT AS NECESSARY.
SLEEVES TO BE INSTALLED AT A MINIMUM DEPTH BELOW GRADE AS PER
LOCAL CODES.
9. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE
AND EMERGENCY APPARATUS DURING CONSTRUCTION.
10. SEE CIVIL SHEET FOR SEDIMENTATION AND EROSION CONTROL
MEASURES.
11. SEE CIVIL SHEET FOR UTILITY AND UNDERGROUND STORM DRAINAGE
INFORMATION.
12. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL
DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, LATEST EDITION AS AMENDED, AND ARE THE
CONTRACTOR'S RESPONSIBILITY.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC
CONTROL IN OR ADJACENT TO NCODT OR CITY RIGHT-OF-WAY. ALL
METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
14. UNLESS NOTED ON THE DRAWINGS ALL BUFFERS, WETLANDS, STREAM
CHANNELS, SETBACKS AND TREE PROTECTION AREAS SHALL BE PROTECTED
WITH NO CONSTRUCTION ACCESS, STORAGE OR USE OF ANY KIND. THE
CONTRACTOR SHALL KEEP CONSTRUCTION ACTIVITIES WITHIN THE
"PROJECT LIMITS" SHOWN ON THE DRAWINGS.
16. THE FIRE PROTECTION WATER SUPPLY SYSTEM, INCLUDING FIRE
HYDRANTS, SHALL BE INSTALLED AND BE IN AT LEAST THE FUNCTIONAL STAUS
PRIOR TO PLACING COMBUSTIBLE MATERIALS ON THE PROJECT SITE. IF
PHASED CONSTRUCTION IS PLANNED, COORDINATED INSTALLION OF THE
FIRE PROTECTION WATER SYSTEM IS PERMITTED. COORDINATED
INSTALLIONOF THE FIRE PROTECTION WATER SYSTEM IS PERMITTED.
COORDINATION OF THE WATER SYSTEM WILL BE DONE THROUGH THE
WATER RESOUCRES DEPARTMENT. FUNCTIONAL STATUS WOULD INCLUDE
MEETING ALL STANDARDS SET FORTH IN SECTION 06060 "TESTING &
INSPECTION".
17. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE
INDIVIDUAL PERMITS FORM THE TOWN OF WENDELL INSPECTIONS AND
PERMITS DEPARTMERNTS
18. WHEELCHAIR RAMP LOCATIONS ARE APPROXIMATE ONLY.
WHEELCHAIR RAMPS SHOULD BE LOCATED AND CONSTGRUCTED IN
ACCORDANCE WITH THE TOWN OF CARFY AND NCDOT STANDARDS AFTER
THE LOCATIONS OF THE PROPOSED STOP BARS AND/OR PEDESTRIAN
CROSSWALKS HAVE BEEN STAKED OUT.
19. TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED BY THE
TOWN OF WENDELL SITE INSPECTOR PRIOR TO A GRADING PERMIT BEING
ISSUED.
1.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE
FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC ONE
CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES PRIOR
TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
2.PLANT LIST IS PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF
DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST QUANTITIES, THE PLAN
SHALL TAKE PRECEDENCE.
3.AFTER THE SITE IS STABILIZED AND FREE OF SEDIMENTATION, THE CONTRACTOR
SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES, SILT, RIP RAP
AND TEMPORARY STONE STAGING AREAS FOR REPLACEMENT WITH PLANTING
SOIL. PROVIDE PLANTING ACCORDING TO THE LANDSCAPE PLAN.
4.TEMPORARY EROSION CONTROL SEED MUST BE FULLY REMOVED PRIOR TO
PREPARATION OF PERMANENT SEED, SOD OR LANDSCAPE BEDS.
5.UNLESS OTHERWISE NOTED IN THE PLANT LIST, THE CONTRACTOR SHALL
OBTAIN AND INSTALL ONLY PLANT MATERIAL THAT IS GROWN ON ITS OWN
ROOT - GRAFTED OR BUDDED PLANT MATERIAL WILL BE REJECTED.
6.ALL TREES SHALL BE OBTAINED FROM THE NURSERY WITH EXPOSED ROOT
CROWNS. B&B MATERIAL DELIVERED TO SITE WITH BURIED OR RECENTLY
BURIED ROOT CROWNS WILL BE REJECTED.
6.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF PLANT
SUBSTITUTIONS IN ANY MEASUREMENT OR SPECIES INDICATED. SEE
SPECIFICATIONS FOR FULL NOTIFICATION REQUIREMENTS.
7.DO NOT PLANT IN STORM WATER CONVEYANCE SWALES OR PROVIDE FINE
GRADING THAT DISRUPTS FLOW OR CHANGES LONGITUDINAL SLOPES.
8.PLANT THE OUTER EDGES OF EACH PLANTING GROUP FOLLOWING THE BED
OUTLINE ACCORDING TO THE PLAN. ONCE A SATISFACTORY MATCHED
OUTER SHAPE IS OBTAINED, FILL THE CENTER OF EACH AREA WITH PLANTS
ACCORDING TO THE PLAN AND SPACING NOTES.
9.THE PLANTING LAYOUT WITHIN PLANTING BEDS SHOULD BE SHIFTED TO
MINIMIZE CONFLICTS WITH EXISTING TREE ROOTS.
10.DISTURBED EARTH AREAS BEYOND PROJECT LIMITS THAT ARE DIRECTLY
CAUSED BY CONTRACTOR MEANS AND METHODS SHALL BE RESTORED WITH
TURF SOD; UNLESS OTHERWISE NOTED.
PLANTING NOTES
1.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD
PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC ONE CALL
CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN
WORKING AROUND EXISTING UTILITIES TO REMAIN.
2.MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES. REPORT
ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT.
3.ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AND AS SHOWN
ON THE PLANS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL MAINTAIN A
2.5% SLOPE ON LAWNS, 1.5% ON UNIT PAVER SURFACES, 1% ON CONCRETE
FLATWORK AND 1.5% ON ASPHALT SURFACES. ALL STEPS, PRECAST SURFACES,
CONSTRUCTED SEATING; WALL TOPS SHALL RECEIVE A MINIMUM OF 1% SLOPE TO
PROVIDE WASH.
4.UNLESS OTHERWISE NOTED, SPOT GRADES REFER TO BOTTOM OF CURB AT THE
FLOW LINE (ADD 6" FOR THE TOP OF CURB). ALL SPOT GRADES AT THE EDGE OF
PAVEMENTS SHALL REPRESENT THE PAVEMENT GRADES, NOT ADJOINING
LANDSCAPE. ELEVATIONS SUPPLIED FOR CATCH BASINS OR AREA DRAINS ARE
INDICATED FOR TOP OF GRATE AND TOP OF COVER FOR MANHOLES OR
JUNCTION BOXES.
5.THE FRAMES, GRATES, CLEAN OUTS, VALVE COVERS AND OTHER SURFACE UTILITY
FEATURES SHALL BE ADJUSTED TO MEET PROPOSED GRADES WITH APPROPRIATE
INSTALLATION DETAILS.
6.ALL STORM DRAINAGE GRATES AND COVERS WITHIN ACCESSIBLE ROUTES THAT ARE
SHOWN ON THE DRAWINGS SHALL MEET STATE AND FEDERAL ADA REQUIREMENTS.
7.ALL DRAINAGE GRATES WITHIN PEDESTRIAN PAVING AND BIKE LANES SHALL BE
BICYCLE WHEEL SAFE.
8.THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO STORM DRAINAGE THAT
PROVIDES ALIGNMENT WITH EXISTING SWALES, PIPES AND STRUCTURES. THE
CONTRACTOR SHALL ALIGN THE TOP OF GRATE WITH INTENDED SCORE JOINTS,
CURBS OR OTHER SURFACE DESIGN ELEMENTS OR AS SHOWN ON THE DRAWINGS.
GRADING NOTES
1.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES
SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
LATEST EDITION AS AMENDED, AND ARE THE CONTRACTOR'S RESPONSIBILITY.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC
CONTROL IN OR ADJACENT TO NCODT OR CITY RIGHT-OF-WAY. ALL
METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND NCDOT STANDARDS.
3.CONTRACTOR SHALL PROVIDE SAW CUTS AT THE UNION BETWEEN EXISTING
CONDITIONS AND PROPOSED CONSTRUCTION UNLESS OTHERWISE NOTED.
REFER TO PLANS FOR ADDITIONAL INFORMATION.
4.UNLESS NOTED ON THE DRAWINGS ALL BUFFERS, WETLANDS, STREAM
CHANNELS, SETBACKS AND TREE PROTECTION AREAS SHALL BE PROTECTED
WITH NO CONSTRUCTION ACCESS, STORAGE OR USE OF ANY KIND. THE
CONTRACTOR SHALL KEEP CONSTRUCTION ACTIVITIES WITHIN THE "PROJECT
LIMITS" SHOWN ON THE DRAWINGS.
5.ALL DIMENSIONS INDICATING "VERIFY" SHALL BE CONFIRMED BY THE
CONTRACTOR PRIOR TO STARTING CONSTRUCTION - REPORT ANY
DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT.
6.ALL DIMENSIONS LABELED "EQ" ARE TO INDICATE EQUAL MEASUREMENTS
BETWEEN THE DIMENSIONS END POINTS ON THE DRAWING.
7.STREET AND PARKING DIMENSIONS ARE FROM FACE OF CURB UNLESS
OTHERWISE INDICATED.
8.THE CONTRACTOR SHALL STAKE THE LAYOUT AND ALIGNMENT OF ALL
PAVEMENTS, WALLS, AND OTHER SITE FEATURES IN THE FIELD FOR APPROVAL BY
THE LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION.
9.THE CONTRACTOR SHALL PROVIDE SMOOTH LAYOUT ALIGNMENTS BETWEEN
EXISTING CONDITIONS AND PROPOSED SITE IMPROVEMENTS.
10.ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED ON THE DRAWINGS.
11.UNLESS OTHERWISE NOTED, CONCRETE SCORE AND EXPANSION JOINTS SHALL
BE ALIGNED WITH BUILDING FEATURES AND WITH CORNERS OF PAVEMENT.
SPACE THE ADDITIONAL JOINTS BETWEEN THESE POINTS EQUALLY.
12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB
CONDITIONS. ANY ADVERSE EXISTING CONDITIONS AFFECTING THE WORK
SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT FOR POSSIBLE CLARIFICATION OR RECONCILIATION.
13.ITEMS LABELED AS "BY OTHERS" OR "NIC" ARE FOR COORDINATION ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSTALLATION OF
ANY SUCH ITEMS WITH THE OWNER'S REPRESENTATIVE.
SITE PLANNING NOTES
DATE ISSUED
SHEET
JOB NUMBER
These drawings are the property of HH Architecture, P.A. They may not be used for any purpose without written permission. Copyright 2020 by HH Architecture, P.A. All rights reserved.Plot Time:DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
Skanska USA Building, Inc.
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
HH Architecture
3/16/2021 5:18:28 PMWTCC EWS - CENTRAL ENERGY PLANT &INFRASTRUCTURE02-076 WAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591March 22, 2021
100 %
SCHEMATIC DESIGNNCCCS No. 2305NO.REVISION DATENORTHCARO
LI
NASU
RFACE 6 7 8 ,P.A.RE
G
I
STEREDLAN DSC A P E ARCHI
T
E
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C D AVISR
EGISTERED LA N D SCAPE
ARCHITECT1330
215 Morris St, Suite 150
Raleigh, NC 27701
Office 919.419.1199
Web surface678.com
Surface678
L130
LANDSCAPE
STANDARD NOTES
NO PARKING NO PARKING
299.2'
9.0'24.0'80.0'50.1'31.7'86.4'50.0'14.3'58.0'27.2'20.6'74.4'53.4'
10.8'8.0'28.2'
32.6'
70.0'
14.5'
110.2'
HEAVY-DUTY ASPHALT
DRIVE AISLE; TYP.
SIDEWALK;LIGHT-DUTY
CONCRETE PAVING; TYP.
(3) ADA PARKING SPACES
(3) CITY STANDARD ADA SIGANGE
(3) 8' LENGTH CUSTOM METAL BENCHES TO MATCH
ARCHITECTURAL STYLE OF BUILDING; TYP.
(3) INVERTED "U" METAL BIKE RACKS; TYP.
1 BIKE RACK REQUIRED PER 20 PARKING
SPACES PER WENDELL UDO 10.4, CHART A
PLANTING
PLANTING
LAWN; TYP.
SIDEWALK; LIGHT-DUTY
CONCRETE PAVING; TYP.
PLANTING
LIGHT-DUTY ASHPALT
PARKING SPACES; TYP.
8
11
11 7
7
300SF MIN. PLANTING ISLAND
WITH 6" CURB; TYP.
DECORATIVE STONE; TYP
STRIPED CROSS-WALK
11
PLAZA; LIGHT-DUTY CONCRETE
STRIPED CROSS-WALK
(2) 24" METAL AREA DRAINS
WITH 24" DECORATIVE STONE
BOARDER WITH METAL EDGING
24" DECORATIVE STONE EDGING WITH 4" HDPE
PERFORATED SOCK PIPE, TIE-IN TO STORM,
WHERE LANDSCAPE ABUTS BUILDING; TYP.
LAWN; TYP.
24" METAL AREA DRAIN
18" HT. PRECAST WALL WITH ARCHITECTURAL
FORM FINISH; TYP.
24" WIDE VEHICULAR RATED
METAL TRENCH DRAIN; TYP.
12" METAL ADA COMPLIANT
TRENCH DRAIN
16' LENGTH CUSTOM METAL BENCH TO
MATCH ARCHITECTURAL STYLE OF BUILDING
24" WIDE METAL AREA DRAIN;
TYP.
12" WIDE VEHICULAR RATED
METAL TRENCH DRAIN; TYP.
ADA RAMP; TYP.
FLUSH CURB
WHEEL STOPS; TYP.
LIGHT-DUTY ASHPALT
PARKING SPACES; TYP.
FLUSH 12" CURB
STANDING CURB
PLAZA
PARKING LOT
PROPERTY LINE; TYP.
MECHANICAL YARD;
REFER TO MEP FOR
EQUIPMENT LAYOUT
FUTURE DRIVER TRAINING COURSE AREACEP BUILDING
24" METAL AREA DRAIN WITH 9'x5' DECORATIVE
STONE BOARDER WITH METAL EDGING
NO.REVISION DATE
DATE ISSUED
SHEET
JOB NUMBER
These drawings are the property of HH Architecture, P.A. They may not be used for any purpose without written permission. Copyright 2020 by HH Architecture, P.A. All rights reserved.Plot Time:DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
Skanska USA Building, Inc.
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
HH Architecture
3/16/2021 5:18:28 PMWTCC EWS - CENTRAL ENERGY PLANT &INFRASTRUCTURE02-076 WAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591March 22, 2021
100 %
SCHEMATIC DESIGNNCCCS No. 2305NO.REVISION DATENORTHCARO
LI
NASU
RFACE 6 7 8 ,P.A.RE
G
I
STEREDLAN DSC A P E ARCHI
T
E
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C D AVISR
EGISTERED LA N D SCAPE
ARCHITECT1330
215 Morris St, Suite 150
Raleigh, NC 27701
Office 919.419.1199
Web surface678.com
Surface678
0'5'10'20'
VEHICLE PARKING TOTAL: 55 SPACES
52 SPACES
3 ADA SPACES
BIKE PARKING: 1 RACK REQUIRED PER 20 VEHICLE SPACES
55/20 = 2.75
3 RACKS PROVIDED
MATERIAL LEGEND
SYMBOL DESCRIPTION
LIGHT-DUTY CONCRETE PAVING
DECORATIVE STONE; 2-3" SLATE CHIPS
OVER 4" WASHED #57 STONE
LIGHT-DUTY ASPHALT
HEAVY-DUTY ASPHALT
18" HT. PRECAST CONCRETE WALL
WITH ARCHITECTURAL FORM FINISH
CUSTOM METAL BENCH TO MATCH
ARCHITECTURAL STYLE OF BUILDING
INTERVED "U" METAL BIKE RACKS
FURNISHING LEGEND
SYMBOL DESCRIPTION
L131
CEP SITE
MATERIAL PLAN
NO PARKING NO PARKING
PLAZA
PARKING LOT
PROPERTY LINE; TYP.
MECHANICAL YARD;
REFER TO MEP FOR
EQUIPMENT LAYOUT
FUTURE DRIVER TRAINING COURSE AREACEP BUILDING
24" METAL AREA DRAIN WITH 9'x5' DECORATIVE
STONE BOARDER WITH METAL EDGING
0'10'20'40'
288.0'
FIRE TURN AROUND OPTION 2
FIRE TURN AROUND OPTION 1
FIRE LANE FOR
REQUIRED COVERAGE
FIRE LANE FOR
REQUIRED COVERAGE
200' HOSE LENGTH
200' HOSE LENGTH 200' HOSE LENGTH
FIRE TURN AROUND REQUIRED FOR DRIVES
GREATHER THAN 150' IN LENGTH
200' MAX HOSE LENGTH FOR SPRINKLED
BUILDING
FIRE LANE
NO PARKING NO PARKING
150.0'
200' HOSE LENGTH
155' HOSE LENGTH
120' HOSE LENGTH
200' HOSE LENGTH
198' HOSE LENGTH
PLAZA
PARKING LOT
PROPERTY LINE; TYP.
MECHANICAL YARD;
REFER TO MEP FOR
EQUIPMENT LAYOUT
FUTURE DRIVER TRAINING COURSE AREACEP BUILDING
24" METAL AREA DRAIN WITH 9'x5' DECORATIVE
STONE BOARDER WITH METAL EDGING
FIRE LANE
STUDY A:
FIRE LANE
STUDY B:
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
0'10'20'40'
FIRE HYDRANT
DATE ISSUED
SHEET
JOB NUMBER
These drawings are the property of HH Architecture, P.A. They may not be used for any purpose without written permission. Copyright 2020 by HH Architecture, P.A. All rights reserved.Plot Time:DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
Skanska USA Building, Inc.
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
HH Architecture
3/16/2021 5:18:28 PMWTCC EWS - CENTRAL ENERGY PLANT &INFRASTRUCTURE02-076 WAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591March 22, 2021
100 %
SCHEMATIC DESIGNNCCCS No. 2305NO.REVISION DATENORTHCARO
LI
NASU
RFACE 6 7 8 ,P.A.RE
G
I
STEREDLAN DSC A P E ARCHI
T
E
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C D AVISR
EGISTERED LA N D SCAPE
ARCHITECT1330
215 Morris St, Suite 150
Raleigh, NC 27701
Office 919.419.1199
Web surface678.com
Surface678
L132
CEP SITE
FIRE ACCESS
STUDY
NO PARKING NO PARKING
DATE ISSUED
SHEET
JOB NUMBER
These drawings are the property of HH Architecture, P.A. They may not be used for any purpose without written permission. Copyright 2020 by HH Architecture, P.A. All rights reserved.Plot Time:DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
Skanska USA Building, Inc.
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
HH Architecture
3/16/2021 5:18:28 PMWTCC EWS - CENTRAL ENERGY PLANT &INFRASTRUCTURE02-076 WAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591March 22, 2021
100 %
SCHEMATIC DESIGNNCCCS No. 2305NO.REVISION DATENORTHCARO
LI
NASU
RFACE 6 7 8 ,P.A.RE
G
I
STEREDLAN DSC A P E ARCHI
T
E
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C D AVISR
EGISTERED LA N D SCAPE
ARCHITECT1330
215 Morris St, Suite 150
Raleigh, NC 27701
Office 919.419.1199
Web surface678.com
Surface678
VEHICLE TURNING STUDY B: BOX TRUCK SU-30 0'15'30'60'
NO PARKING NO PARKING
1
2
3
4
1
2
3
4
NO PARKING NO PARKING
E
E
EE
E
0'15'30'60'VEHICLE TURNING STUDY A: FLAT BED TRUCK HINO 338 P 0'15'30'60'ADA ACCESSIBLE ROUTES
EGRESS
ACCESSIBLE ROUTE
E
LEGEND
L133
CEP SITE
ACCESS
DIAGRAMS
CEP-2 CEP-3
CEP-1
323
L=296878 R=2624 670
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
NO PARKING NO PARKING
4:1 MAX2.00%1.3%+FFE 321.24
3.4%32
6
325324323
321
321
325
32
4
3233
2
2
320
319
25.0% MAX.318
3
1
7
320319318FFE 321.26
320321322323324
2.00%1.3%
24' TRENCH DRAIN; LOW
POINT; SEE L131
GRADE BREAK; TYP.2% MAX2% MAX2% MAX2% MAX2% MAX2% MAX
12" TRENCH DRAIN; SEE L131
(2) 24" AREA DRAINS;
SEE L131 2%2%
2%
2%
+HP
+LP
GRADE BREAK; TYP.1.5
%
1.5
%1.5%
1.5%1.5%1.5%12" TRENCH DRAIN; SEE L131
12" AREA DRAIN; SEE L131
2.0%2.5%2.5%
24" AREA DRAIN
REFER TO MEP FOR
EQUIPMENT PADS
PLAZA
PARKING LOT
PROPERTY LINE; TYP.
MECHANICAL YARD;
REFER TO MEP FOR
EQUIPMENT LAYOUT
FUTURE DRIVER TRAINING COURSE AREACEP BUILDING
24" METAL AREA DRAIN WITH 9'x5' DECORATIVE
STONE BOARDER WITH METAL EDGING
DATE ISSUED
SHEET
JOB NUMBER
These drawings are the property of HH Architecture, P.A. They may not be used for any purpose without written permission. Copyright 2020 by HH Architecture, P.A. All rights reserved.Plot Time:DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
Skanska USA Building, Inc.
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
HH Architecture
3/16/2021 5:18:28 PMWTCC EWS - CENTRAL ENERGY PLANT &INFRASTRUCTURE02-076 WAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591March 22, 2021
100 %
SCHEMATIC DESIGNNCCCS No. 2305NO.REVISION DATENORTHCARO
LI
NASU
RFACE 6 7 8 ,P.A.RE
G
I
STEREDLAN DSC A P E ARCHI
T
E
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C D AVISR
EGISTERED LA N D SCAPE
ARCHITECT1330
215 Morris St, Suite 150
Raleigh, NC 27701
Office 919.419.1199
Web surface678.com
Surface678
0'5'10'20'L150
CEP SITE
GRADING PLAN
ODODOD LODLODLOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD
LODLODLOD
LODLOD
LODLOD
LODLODLOD
LODLOD
LODLOD
LODLOD
LODLOD
LODLODLOD
LODLOD
LODLOD
LODLODLOD
LODLOD
LODLOD
LODLOD
LODLOD
LODLODLOD
LODLOD
LODLOD
LODLODLOD
LOD
LOD
NO PARKING NO PARKING
(3) OVERSTORY CANOPY TREE; 3.5" CAL
BIO RETENTION AREA: 930 SF
80% EVERGREEN
ORNAMENTAL GRASSES, 20%
PERENNIALS &
GROUNDCOVER
EXISTING TREE,
TYP.
EXISTING TREE LINE, TYP.
(7) OVERSTORY CANOPY PARKING LOT TREES;
3.5" CAL.; TYP.
STREET TREE, TYP.
8,300 SF SOD
(4) 3 GAL. 36" HT. MIN. EVERGREEN SHRUBS; TYP.
BIO RETENTION AREA: 3,000SF
80% ORNAMENTAL GRASSES, 20%
PERENNIALS & GROUNDCOVER
PLAZA
PARKING LOT
PROPERTY LINE; TYP.
MECHANICAL YARD;
REFER TO MEP FOR
EQUIPMENT LAYOUT
FUTURE DRIVER TRAINING COURSE AREACEP BUILDING
(3) OVERSTORY CANOPY TREE; 3.5" CAL
440 SF SOD
705 SF PLANTING BED: 60% EVERGREEN
FLOWERING SHRUBS, 20% ORNAMENTAL
GRASSES, 20% PERENNIALS & GROUNDCOVERS
710 SF PLANTING BED: 75% GROUNDCOVER,
25% ORNAMETAL GRASSES
(5) DECIDUOUS OVERSTORY CANOPY TREE; 3.5
CAL; TYP.
(4) DECIDUOUS OVERSTORY CANOPY TREE; 3.5"
CAL; TYP.
(3) DECIDUOUS OVERSTORY CANOPY TREE; 3.5
CAL; TYP.
800 SF PLANTING BED: 60% EVERGREEN
FLOWERING SHRUBS, 20% ORNAMENTAL
GRASSES, 20% PERENNIALS & GROUNDCOVERS
815 SF PLANTING BED: 75% GROUNDCOVER,
25% ORNAMETAL GRASSES
1,050 SF PLANTING BED: 36" HT. ORNAMENTAL
GRASSES
1,000 SF PLANTING BED: 75% GROUNDCOVER,
25% ORNAMETAL GRASSES
290 SF SOD
140 SF SOD
8,000 SF SOD
310 SF SOD
DECORATIVE STONE; 2-3" SLATE CHIPS OVER 4"
WASHED #57 STONE; TYP.
370 SF GROUND COVER
TYP. PER PLANTING ISLANDS: 300 SF 50%
EVERGREEN 12" HT. GROUNDCOVER & 50% 24"
HT ORNAMENTAL GRASSES
(6) OVERSTORY CANOPY TREE; 3.5" CAL
24" METAL AREA DRAIN WITH 9'x5' DECORATIVE
STONE BOARDER WITH METAL EDGING
(5) EVERGREEN UNDERSTORY FLOWERING
TREES; 3.5" CAL.
(25) 3 GAL. 36" MIN HT. SHRUBS
8,770 SF SOD
DATE ISSUED
SHEET
JOB NUMBER
These drawings are the property of HH Architecture, P.A. They may not be used for any purpose without written permission. Copyright 2020 by HH Architecture, P.A. All rights reserved.Plot Time:DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
DOCUMENT FOR REVIEW -
NOT FOR CONSTRUCTION
PROJECT STATUS
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
Skanska USA Building, Inc.
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
HH Architecture
3/16/2021 5:18:28 PMWTCC EWS - CENTRAL ENERGY PLANT &INFRASTRUCTURE02-076 WAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591March 22, 2021
100 %
SCHEMATIC DESIGNNCCCS No. 2305NO.REVISION DATENORTHCARO
LI
NASU
RFACE 6 7 8 ,P.A.RE
G
I
STEREDLAN DSC A P E ARCHI
T
E
CT
URALCOPRP.C-098
NORTH C ARO
LI
NAMATTHEW ER I C D AVISR
EGISTERED LA N D SCAPE
ARCHITECT1330
215 Morris St, Suite 150
Raleigh, NC 27701
Office 919.419.1199
Web surface678.com
Surface678
0'5'10'20'L160
CEP SITE
PLANTING PLAN
1st FLOOR
0"
ROOF
22' -10"
A A.5 B B.5 C C.2 D E FE.1
27' - 5"7' - 8"8 3/8"11' - 0"19' - 4"
METAL PANEL
FASCIA
ALUMINUM COPING
WOOD LOOK
METAL PANEL
ROOF ACCESS LADDER
27' - 5"DOWNSPOUT, TYP.
29' - 0"29' - 0"
78' - 6"16' - 0"
ALUMINUM STOREFRONT
WINDOWS, TYP.
PAINTED HM
DOOR AND FRAME
1st FLOOR
0"
ROOF
22' -10"
AA.5BB.5CC.2DEF
16' - 0"11' - 0"29' - 0"
27' - 0"
ALUMINUM COPING
DOWNSPOUT
METAL PANEL FASCIA
ALUMINUM STOREFRONT DOORS
72' - 3"22' - 4"
29' - 0"
27' - 5"7' - 8"8 3/8"11' - 0"1st FLOOR
0"
LOW ROOF
15' -10"
ROOF
22' -10"
5.6
0.10.20.30.40.5123456789
27' - 0"
19' - 4"11' - 0"2' - 0"9' - 10"23' - 6"3' - 11"27' - 5"11' - 0"8 3/8"7' - 8"METAL PANEL FASCIA
ALUMINUM COPING
ALUMINUM COPING
MECHANICAL LOUVERS,
MATCH PERFORATED METAL
AND METAL PANEL WALL
PAINTED HM DOOR AND FRAME
ALUMINUM
STOREFRONT WINDOWS
AND DOOR, TYP.
29' - 0"14' - 0"
45' - 6"157' - 5"79' - 9"11' - 0"16' - 0"1st FLOOR
0"
ROOF
22' -10"
5.6
0.1 0.2 0.3 0.4 0.5 1 2 3 4 5 6 7 8 9
27' - 0"8 1/4"11' - 0"9' - 10"2' - 0"11' - 0"27' - 5"
19' - 4"7' - 8"METAL PANEL FASCIA
GATE
BUILDING SIGNAGE
ALUMINUM COPING, TYP.
ALUMINIUM COPING29' - 0"16' - 0"11' - 0"57' - 3"22' - 0"115' - 2"88' - 0"
ALUMINUM STOREFRONT WINDOWS, TYP.
ALUMINUM
STOREFRONT
WINDOWS, TYP.
ALUMINUM
STOREFRONT
WINDOWS, TYP.
ALUMINUM
STOREFRONT
WINDOWS AND
DOOR, TYP.
MATERIAL LEGEND
ULTRA HIGH PERFORMANCE CONCRETE
PANEL, WARM PANEL
GRAY MASONRY
FORMED METAL PANEL
PERFORATED METAL SCREEN
METAL RAINSCREEN PANEL
DATE ISSUED
SHEET
JOB NUMBER
PROJECT STATUS
Skanska USA Building, Inc.
4309 Emporer Blvd, 200
Durham, NC 27703
Office 919.941.7900
Web usa.skanska.com
HH Architecture
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
SEPI, Inc. C-2197
1 Glenwood Ave, Ste 600
Raleigh, NC 27603
Office 919.789.9977
Web sepiinc.com
Brian Edwards, PE
#043152
Surface 678, PA
The Imperial Building
215 Morris Street, Suite 150
Durham, NC 27701
Office 919.419.1199
Web surface678.com
NOTE:
These drawings are the property of SEPI, Engineering &
Construction, Inc. Copyright 2021. All rights reserved.
They may not be used for any purpose without written
permission.WTCC EWS - CENTRAL ENERGYPLANT & INFRASTRUCTUREA200
ARCHITECTURAL
EXTERIOR
ELEVATIONS
20-076 WAKE TECHNICAL COMMUNITY COLLEGE5329 ROLESVILLE RD, WENDELL, NC 27591March 22, 2021
SCHEMATIC DESIGN NCCCS No. 23051/8" = 1'-0"A200
01 EAST ELEVATION DESIGN
1/8" = 1'-0"A200
02 WEST ELEVATION DESIGN
1/8" = 1'-0"A200
03 NORTH ELEVATION DESIGN
1/8" = 1'-0"A200
04 SOUTH ELEVATION DESIGN
NO. REVISION DATE