20190662 Ver 1_2019-03-13 2nd City Submittal Full Set_20190520

DEVELOPMENT TEAMSEPI ENGINEERING & CONSTRUCTION, INC.1025 WADE AVE.RALEIGH, NC 27605PH: [phone]CONTACT: JEFFREY W. WESTMORELAND, RLAEMAIL: [e-mail] AVENUE SEWER EXTENSIONCONSTRUCTION DRAWINGS3846 ANGIER AVENUEDURHAM, NORTH CAROLINAVICINITY MAP - NTSSITE DATAOWNER/DEVELOPERSPECIAL CONDITIONS OF APPROVALGENERAL CONDITIONS OF APPROVAL1.STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE DEHNR AND THE U.S.CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES IN ORNEAR A LAKE, STREAM, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF WATER AND ITS ADJACENTWETLANDS.2.FOR DEVELOPMENTS WITHIN THE NEUSE RIVER BASIN (PAYMENT, IF REQUIRED, TO BE DETERMINEDDURING SITE PLAN REVIEW):A SITE PLAN CANNOT BE APPROVED UNTIL A RECEIPT FROM THE NORTH CAROLINA ECOSYSTEMENHANCEMENT PROGRAM HAS BEEN RECEIVED BY THE CITY OF DURHAM CONFIRMING THEPAYMENT OF $X.XX IN OFFSET FEES.3.FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:FINAL DESIGN CALCULATIONS FOR THE STORMWATER BMP FACILITY WILL REQUIRE THE USE OFSTORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEC-1 MODELS. FOR THE BMPFACILITY, PROVIDE STAGE-STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS.PROVIDE ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE OUTLET UNDER ORIFICECONTROL, BARREL CONTROL AND WEIR CONTROL, AS APPROPRIATE, TO SHOW HOW THE ROUTINGWAS DEVELOPED.4.FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:AN EXECUTED STORMWATER FACILITY OPERATION AND MAINTENANCE PERMIT AGREEMENT(PREPARED BY STORMWATER SERVICES, CITY OF DURHAM), PAYMENT OF STORMWATER FACILITYPERMIT FEE PER BMP FACILITY AND PERPETUAL SURETY FOR THE CONTINUED OPERATION ANDMAINTENANCE OF THE FACILITY IS REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL.5.AN AS-BUILT CERTIFICATION FOR THE STORMWATER BMP(S), PROVIDED BY THE DESIGN ENGINEER, ISREQUIRED. THE AS-BUILT SHALL BE SUBMITTED PER THE REFERENCE GUIDE FOR DEVELOPMENT,APPROVED BY THE STORMWATER SERVICES DIVISION AND THE BMP(S) SHALL BE INSPECTED ANDAPPROVED BY THE STORMWATER SERVICES DIVISION PRIOR TO ISSUANCE OF ANY CERTIFICATES OFOCCUPANCY OR CERTIFICATES OF COMPLIANCE FOR THE PROJECT.6.FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED FOR EACH STORMWATER BMPFACILITY NO LATER THAN AT THE FIRST CONSTRUCTION DRAWING SUBMITTAL.7.FOR DEVELOPMENTS REQUIRED TO HAVE A STORMWATER BMP FACILITY:STORMWATER BMP FACILITY DESIGN CALCULATIONS WILL NOT BE REVIEWED OR APPROVED WITH THESITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL STORMWATER BMP FACILITY DESIGNS WILL BE REVIEWEDAND APPROVED DURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS.8.OFF-SITE ROADWAY IMPROVEMENTS:BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCTSAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILLALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITYOF DURHAM STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITEDTO: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATEDSIGNAL MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER,COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BIKE LANES. THEAPPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONALRIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIREDSIDEWALK CONSTRUCTION.9.OFF-SITE ROADWAY IMPROVEMENTS ON THE SITE: ALL OFF-SITE ROADWAY IMPROVEMENTS MUST BE COMPLETE PRIOR TO THE ISSUANCE OF ANYCERTIFICATE OF OCCUPANCY.10.SIGNS AND/OR PAVEMENT MARKINGS TO BE INSTALLED BY THE DEVELOPER (NEW SUBDIVISIONS OROFF-SITE ROADWAY IMPROVEMENTS THAT NEED NEW MARKINGS FOR EXAMPLE):THE DEVELOPER IS RESPONSIBLE FOR FABRICATION AND INSTALLATION OF ALL REQUIRED SIGNS ANDPAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT- OF-WAY. THE DEVELOPER SHALL SUBMIT A SIGNINGAND MARKINGS PLAN TO THE CITY AT CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROVAL.ALL SIGNS AND PAVEMENT MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN PLACEPRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY AND/OR STREET ACCEPTANCE, ASDETERMINED BY THE CITY.11.RIGHT-OF-WAY DEDICATION ON A MAJOR/MINOR THOROUGHFARE ADJACENT TO THE SITE:DEDICATE AN ADDITIONAL 10 FEET OF RIGHT-OF-WAY ALONG THE FRONTAGE OF THE SITE ONANGIER AVENUE PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT. A COPY OF THE RECORDED PLATMUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION.12.PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, AN APPROVED AND EXECUTED DUKEENERGY STREET LIGHT SERVICE AGREEMENT MUST BE PROVIDED TO THE CITY OF DURHAM. FORADDITIONAL DETAILS CONCERNING LIGHTING REQUIREMENTS AND DESIGN PROCESS, CONTACT THECITY DEPARTMENT OF TRANSPORTATION (TERRY THOMPSON AT 919-560-4366).13.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY:a.CONSTRUCT A WESTBOUND LEFT-TURN LANE ON ANGIER AVENUE AT PUBLIC ROAD 1 WITHADEQUATE STORAGE AND APPROPRIATE TAPERS AND AN EASTBOUND LEFT-TURN LANE ON ANGIERAVENUE AT BUNGALOW AVENUE WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS. PROVIDEA CONTINUOUS TWO-WAY LEFT-TURN BETWEEN PUBLIC ROAD 1 AND BUNGALOW AVENUE.b.CONSTRUCT A MINIMUM OF 4 FT. OF ADDITIONAL ASPHALT (IN ADDITION TO THE PROPOSEDROADWAY IMPROVEMENTS) FOR THE FULL FRONTAGE OF THE SITE ALONG THE SOUTH SIDE OFANGIER AVENUE. THE ADDITIONAL ASPHALT WIDENING WILL BE PROVIDED TO ALLOW FOR AFUTURE BICYCLE LANE.1.FOR SITES WITHOUT FLOODPLAIN: THIS SITE IS NOT IN ANY SPECIAL FLOODHAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS, ASSHOWN ON FIRM PANEL 3720084000J DATED 05/02/06 AND 370084900JDATED 05/02/06.2.NCDWQ BUFFER AUTHORIZATION NOTE: BUFFER AUTHORIZATION BY THENORTH CAROLINA DIVISION OF WATER QUALITY (NCDWQ) IS REQUIREDPRIOR TO CONSTRUCTION DRAWING APPROVAL. SITE PLAN CHANGESOCCURRING AS A RESULT OF ALTERATIONS NEEDED TO RECEIVE BUFFERAUTHORIZATION MAY RESULT IN THE NEED FOR A SITE PLAN AMENDMENTOR A NEW SITE PLAN BASED ON THE SCOPE OF THE REQUIRED CHANGES.IF A SITE PLAN AMENDMENT OR NEW SITE PLAN IS REQUIRED IT MUST BEAPPROVED PRIOR TO CONSTRUCTION DRAWING APPROVAL. CONTACTTHE DURHAM CITY-COUNTY PLANNING DEPARTMENT AT 919-560-4137 TODETERMINE IF A SITE PLAN AMENDMENT OR A NEW SITE PLAN WILL BEREQUIRED.3.STREAM BUFFERS: 50 FOOT WIDE UNDISTURBED STREAM BUFFER, MEASUREDFROM TOP OF BANK, EACH SIDE OF STREAM. NO CLEARING OR GRADINGOTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OFEXISTING VEGETATION PERMITTED, EXCEPT IN ACCORDANCE WITH 15ANCAC 02B.233 (6) VEGETATION MANAGEMENT. NO STRUCTURES ORFEATURES REQUIRING GRADING OR CONSTRUCTION MAY BE BUILT WITHINTHE 10 FOOT STREAM BUFFER SETBACK. ANY USE ALLOWED BY SECTION8.5.5 OF THE UDO SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZETHE AMOUNT OF INTRUSION INTO THE STREAM BUFFER AND TO MINIMIZECLEARING, GRADING, EROSION AND WATER QUALITY DEGRADATION.(UDO SECTION 8.5).4.FOR SITES CONTAINING WETLANDS: STATE AND FEDERAL PERMITAUTHORIZATION MAY BE REQUIRED FROM THE NC DENR, NC DWQ, ANDTHE U.S. ARMY CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OFANY LAND DISTURBING ACTIVITIES IN OR NEAR A LAKE, STREAM, CREEK,TRIBUTARY, OR ANY UNNAMED BODY OF WATER AND ITS ADJACENTWETLANDS (UDO SECTION 8.9)5.WETLAND BUFFER NOTE: AS THE EXISTING WETLAND IS LESS THAN 1 ACRE,NO WETLAND BUFFER IS REQUIRED (UDO SECTION 8.9.3.c). ZERO (0) FOOTWIDE WETLAND BUFFER TO REMAIN IN NATURAL, UNDISTURBEDVEGETATION. WETLAND BUFFERS MAY BE USED FOR PASSIVERECREATIONAL ACTIVITIES, SUCH AS WALKING AND BICYCLING TRAILS,PROVIDED THAT SERVICE FACILITIES FOR SUCH ACTIVITIES, INCLUDING BUTNOT LIMITED TO PARKING, PICNICKING AND SANITARY FACILITIES, ARELOCATED OUTSIDE OF THE WETLAND BUFFER. ANY USE ALLOWED BY THISSECTION SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZE THEAMOUNT OF INTRUSION INTO THE WETLAND BUFFER AND TO MINIMIZECLEARING, GRADING, EROSION AND WATER QUALITY DEGRADATION.(UDO SECTIONS 8.9)6.FOR RESIDENTIAL PROJECTS APPROVED FOR PAYMENT IN LIEU OF OPENSPACE DEDICATION: PAYMENT IN LIEU OF OPEN SPACE DEDICATION TO BEMADE PRIOR TO THE APPROVAL OF ANY FINAL PLATS PER UDO SECTION7.2. OR SECTION 12.5.7.STREET EASEMENT NOTE:50 FOOT WIDE CITY OF DURHAM PUBLIC STREETEASEMENT, SUBJECT TO THE TERMS STATED IN THE DECLARATION IN REALESTATE BOOK 2350, PAGE 938. NO STRUCTURES, FILLS, EMBANKMENTS OROBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TOTHOSE TERMS.8.LANDSCAPE MULCH: PINE STRAW SHALL NOT BE USED AS MULCH ORGROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES CONSISTING OFEXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITYCODE SECTION 46-87.9.LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE INPLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.CONTACT DURHAM CITY COUNTY PLANNING DEPARTMENT SITECOMPLIANCE STAFF FOR INSPECTION.10.LANDSCAPE RE-INSPECTION FEE: EACH LANDSCAPING COMPLIANCEINSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE-INSPECTIONFEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTYPLANNING DEPARTMENT PRIOR TO RE-INSPECTION.11.STREET TREE NOTE FOR ALL PRELIMINARY AND FINAL PLATS WHERE TREESWILL BE PLANTED: STREET TREES MEETING THE REQUIREMENTS OF UDOSECTION 9.6 SHALL BE PLANTED PRIOR TO THE ISSUANCE OF A CERTIFICATEOF COMPLIANCE, UNLESS THE PLANTING HAS BEEN POSTPONED INACCORDANCE WITH THE REQUIREMENTS OF UDO SEC. 9.11.12.UNDISTURBED LANDSCAPE BUFFERS:A LANDSCAPE BUFFER IS NOTREQUIRED FOR THIS PROJECT (UDO 9.4.3.B). ZERO (0) FOOT WIDEUNDISTURBED LANDSCAPE BUFFER. NO CLEARING OR GRADING OTHERTHAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTINGVEGETATION PERMITTED.13.CONSTRUCTION IN PRESERVED TREE COVERAGE AREAS (UDO SECTION8.3):a.PRESERVED TREE COVERAGE AREAS SHALL NOT BE USED FOR ACTIVERECREATIONAL PURPOSES, EXCEPT FOR WALKING PATHS AND FOOTTRAILS CONSTRUCTED WITH MINIMAL DISTURBANCE OF TREE ROOTSAND EXISTING VEGETATION PROVIDED A REGISTERED ARBORIST HASCERTIFIED THAT THE CONSTRUCTION OF THE TRAIL HAS BEEN DESIGNEDTO MINIMIZE IMPACT TO THE EXISTING TREES. NO TREE OVER 10 INCHESSHALL BE REMOVED FOR THE CONSTRUCTION OF TRAILS. SITE PLANAPPROVAL IS REQUIRED FOR CONSTRUCTION OF TRAILS IN PRESERVEDTREE COVERAGE AREAS.b.ALL BUILDINGS SHALL BE SET BACK AT LEAST 10 FEET FROM THE EDGEOF ANY PRESERVED TREE COVERAGE AREA.c.UTILITY LINES AND DRAINAGE CHANNELS SHALL BE MINIMIZED WITHINTHE ROOT PROTECTION ZONES OF THE TREES TO BE SAVED.PREFERABLY, SUCH FACILITIES SHOULD BE LOCATED ADJACENT TODRIVEWAYS AND IN GROUPINGS ALLOWED BY SOUND ENGINEERINGPRACTICES.6.TREE PROTECTION NOTE (UDO SEC. 8.3): TREE PROTECTION FENCING MUSTBE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, ORISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNSPOSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: “NOTRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONAPROTECTORA PARA LOS ÁRBOLES.”7.ROOT PROTECTION ZONE (UDO SEC. 8.3): EQUALS ONE FOOT OF RADIUSFOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS,WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA.AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING ANDWARNING SIGNS.8.PROTECTION OF EXISTING VEGETATION (UDO SEC. 8.3): AT THE START OFGRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND ATREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BEMADE AT THE EDGE OF THE TREE SAVE AREA PRIOR TO OR AT THE SAMETIME AS SILT FENCE AND OTHER EROSION CONTROL MEASURES AREINSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THESIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALLREMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREESIS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NOTRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THEPROTECTED AREA9.FOR PROJECTS SUBJECT TO FEDERAL FAIR HOUSING REGULATIONS: BEADVISED THAT THE PROVISIONS OF APPENDIX II OF THE FEDERAL FAIRHOUSING REGULATIONS (ACCESSIBILITY GUIDELINES -24 CFR, CH. 1,SUBCH. A, APP II) EFFECTIVE MARCH 6, 1991 ARE REQUIRED ON THISPROJECT. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER/BUILDER TOCOMPLY WITH THESE REGULATIONS. ALSO BE AWARE THAT THESEREQUIREMENTS ARE BEYOND THE SCOPE OF VOLUME I-C (HANDICAPACCESSIBILITY) OF THE NC STATE BUILDING CODE AND AS SUCH THEBURDEN OF COMPLIANCE IS BORNE BY THE OWNER/DEVELOPER/BUILDER.10.UDO SITE LIGHTING NOTE (UDO SEC. 7.4): MEASURES SHALL BE PROVIDEDTO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARETOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THESITE PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOTCAST DIRECT LIGHT BEYOND THE PROPERTY LINE. IN ACCORDANCE WITHTHESE STANDARDS:a.THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINEADJACENT TO RESIDENTIAL ZONING IS 0.5 FOOT CANDLES.b.THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINEADJACENT TO NONRESIDENTIAL ZONING IS 5.0 FOOT CANDLES.c.THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINEADJACENT TO A STREET IS 5.0 FOOT CANDLES.d.THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANYONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN UDO SECTION7.4 WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THEPAVEMENT WITHIN THE LIGHTED AREA.e.THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTINGFIXTURES (FIXTURES DESIGNED TO INSURE THAT NO LIGHT IS EMITTEDABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 30FEET ABOVE GRADE, MEASURED TO THE TOP OF THE FIXTURE.f.THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES,WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BEEMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND,SHALL BE 15 FEET ABOVE GRADE, MEASURED TO THE TOP OF THEFIXTURE.g.THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OFPHOTOMETRIC SURVEY) PRIOR TO THE CERTIFICATE OF COMPLIANCEBEING ISSUED. ALL OF THIS INFORMATION, INCLUDING DETAILS, WILL BEREQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDINGPERMIT10.CITY SANITARY SEWER EASEMENTS: SEE PUBLIC WORKS STANDARD NOTES,BELOW.11.CITY STORM DRAINAGE EASEMENTS: SEE PUBLIC WORKS STANDARD NOTES,BELOW. COUNTY STORM OR PRIVATE DRAINAGE EASEMENTS: CENTERLINE OF FOOTWIDE DRAINAGE EASEMENT FOR THE BENEFIT OF ADJACENT PROPERTYOWNERS NOT MAINTAINED BY PUBLIC AUTHORITIES. NO BUILDINGS,STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHINTHE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.12.FOR RESIDENTIAL DEVELOPMENTS USING CURBSIDE COLLECTION: ANAUTOMATED SOLID WASTE COLLECTION VEHICLE HAS AN 18-FOOTWHEELBASE AND A TURNING RADIUS OF 45 FEET WALL-TO-WALL AND 43FEET CURB-TO-CURB. THE DEPARTMENT OF SOLID WASTE MANAGEMENTRESERVES THE RIGHT TO MODIFY COLLECTION OF GARBAGE ANDRECYCLABLES FOR ANY ROADWAY OR CUL-DE-SAC NOT CONSTRUCTEDTO ACCOMMODATE THOSE SPECIFICATIONS.13.FIRE NOTES TO BE INCLUDED ON COVER SHEET:a.TEMPORARY OR PERMANENT ROADWAYS OF ALL-WEATHER DRIVINGSURFACE, CAPABLE OF SUPPORTING A 75,000 POUND VEHICLEWEIGHT, SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OFBUILDING CONSTRUCTION ACTIVITIES. THESE ROADWAYS SHALL BEEXTENDED WITH THE PROGRESS OF CONSTRUCTION SO THAT:1. ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDERCONSTRUCTION IS NO GREATER THAN 150 FEET TRAVEL DISTANCEFROM A ROADWAY.2. FIRE DEPARTMENT CONNECTIONS (FDC), EITHER TEMPORARY ORPERMANENT, ARE NO GREATER THAN 100 FEET TRAVEL DISTANCEFROM A ROADWAY.b.TEMPORARY WEATHER-RESISTANT STREET SIGNS OF STANDARD SIZEAND LETTERING SHALL BE PROVIDED AT THE INTERSECTIONS OFTEMPORARY OR PERMANENT ROADWAYS AND SHALL REMAIN INPLACE UNTIL REPLACED BY PERMANENT SIGNS.c.FIRE HYDRANTS, AS SHOWN ON THE APPROVED SITE PLAN, SHALL BEPLACED IN SERVICE AND MADE AVAILABLE TO THE FIRE DEPARTMENTAS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. NOCONSTRUCTION FENCING OR OTHER BARRIERS ARE TO BE PLACEDBETWEEN THE ROADWAY AND THE HYDRANTS, WITH MINIMUM 3 FEETWORKING CLEARANCE AROUND HYDRANTS. HYDRANT SERVICE SHALLBE EXTENDED WITH THE PROGRESS OF CONSTRUCTION SO THAT:1. ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDERCONSTRUCTION IS NO GREATER THAN 500 FEET TRAVEL DISTANCEFROM A HYDRANT,2. FIRE DEPARTMENT CONNECTIONS (FDC), EITHER TEMPORARY ORPERMANENT, ARE NO GREATER THAN 50 FEET TRAVEL DISTANCEFROM A HYDRANT.14.FOR COUNTY SOIL AND EROSION CONTROL:a.A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTEDAND APPROVED PRIOR TO THE ISSUANCE OF A LAND-DISTURBANCEPERMIT.b.IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THEDISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED INTHE LAND- DISTURBANCE PLAN AND PERMIT UNLESS THESPOIL/BORROW SITE ALREADY HAS A LAND-DISTURBANCE PERMIT.15.THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. ACITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIREDPRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS,PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTIONINSPECTION OFFICE AT 560-4326 FOR A PRE-CONSTRUCTIONCONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSEDSIDEWALK16.THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINAACCESSIBILITY CODES (ANSI 117.1 -2009 AND CHAPTER 11 OF THE NCBC)UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM ASITE ENGINEER, SURVEYOR OR ARCHITECT VERIFIES THAT SITE CONDITIONSEXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLYALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.17.SOLID WASTE:a.SOLID WASTE CONTAINMENT CAPACITY AND COLLECTIONFREQUENCY WILL PREVENT ILLEGAL PLACEMENT OF GARBAGE ANDRECYCLABLES.ANGIER DEVELOPMENT, LLC,7700 KENCOT COURTRALEIGH, NC 27615PHONE: [phone]CONTACT: DAVID LAZZOEMAIL: [e-mail] WORKS CONDITIONS OF APPROVAL1.THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA – ASREQUIRED) SHALL SUBMIT THREE (3) SETS OF CONSTRUCTIONDRAWINGS TO THE PUBLIC WORKS DEPARTMENT – DEVELOPMENTREVIEW FOR REVIEW AND APPROVAL. CONSTRUCTION DRAWINGAPPROVAL IS REQUIRED PRIOR TO COMMENCINGCONSTRUCTION (SEE CONSTRUCTION PLAN APPROVALPROCESS). THE APPROVAL OF CONSTRUCTION DRAWINGS ISSEPARATE FROM SITE PLAN APPROVAL. CITY OFFICIALS SHALLREVIEW ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONSAND DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINES, SANITARYSEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS)FOR COMPLIANCE WITH ALL APPLICABLE REGULATORYSTANDARDS, SPECIFICATIONS, AND BEST MANAGEMENTPRACTICES.2.THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA – ASREQUIRED) SHALL SUBMIT ONE (1) SET OF AS-BUILT DRAWINGS TOTHE PUBLIC WORKS DEPARTMENT – DEVELOPMENT REVIEW FORREVIEW AND APPROVAL. AS-BUILT DRAWING APPROVAL ISREQUIRED PRIOR TO WATER METER INSTALLATION AND/ORSANITARY SEWER SERVICE CONNECTION AND PRIOR TO ISSUANCEOF A CERTIFICATE OF OCCUPANCY.3.FIRE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL ASPART OF THE CONSTRUCTION DRAWING APPROVAL PROCESS. TOSCHEDULE FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA,COMPLETE THE ONLINE APPLICATION(HTTP://DURHAMNC.GOV/1538/FIRE-FLOW-TEST-REQUEST).4.IF A METER 2” OR LARGER IS PROPOSED, CONTACT WATERMANAGEMENT AT 560-4381 EXTENSION 35268 PRIOR TO THECONSTRUCTION OF THE METER VAULT TO VERIFY THE TYPE ANDDIMENSIONS OF THE METER.5.WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWINGAPPROVAL AND PRIOR TO COMMENCING WATER MAININSTALLATION.6.SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWINGAPPROVAL AND PRIOR TO COMMENCING SANITARY SEWER MAININSTALLATION.7.PIPES AND/OR STRUCTURES SHOWN IN THE EROSION CONTROLPLAN OF THE SITE PLAN THAT ARE PROPOSED TO BE PERMANENTWILL BE REVIEWED AND APPROVED AS PART OF THE GRADINGPLAN DURING CONSTRUCTION DRAWING REVIEW. THESE PIPESAND/OR STRUCTURES MAY NOT BE INSTALLED PRIOR TOCONSTRUCTION DRAWING APPROVAL AND PAYMENT OFINSPECTION FEES.8.AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED.9.WHEN SIDEWALK AND CURB RAMPS ARE PROPOSED:a.PROWAG STANDARDS ARE TO BE USED. SEE CITY OF DURHAMCURB CUTS DETAILSHTTP://DURHAMNC.GOV/DOCUMENTCENTER/HOME/VIEW/2114.b.FOR RAMPS IN ‘TIGHT’ EXISTING DEVELOPED AREAS WITHSMALL ROW’S (DOWNTOWN, ETC) IT IS RECOMMENDEDSPECIFIC RAMP DETAILS ARE NEEDED TO PREVENTCONSTRUCTION DELAYS. THE BURDEN TO MAKE IT WORK IS ONTHE DESIGNING ENGINEER.9.WATER EASEMENT NOTE:CENTERLINE OF 25 FOOT WIDE CITY OF DURHAM WATEREASEMENT. SUBJECT TO TERMS STATED IN THE DECLARATION INREAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL,EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THEEASEMENT EXCEPT ACCORDING TO THOSE TERMS.10.SANITARY SEWER EASEMENT NOTE:CENTERLINE OF 30 FOOT WIDE COUNTY OF DURHAM SANITARYSEWER EASEMENT. SUBJECT TO TERMS STATED IN THEDECLARATION IN REAL ESTATE BOOK 1626, PAGE 145. NOSTRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONSPERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSETERMS.11.THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN ISSCHEMATIC. A CITY OF DURHAM AND/OR NCDOTENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANYCONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS,PLEASE CONTACT THE CITY OF DURHAM ENGINEERINGCONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR APRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANYWORK ON THE PROPOSED SIDEWALK.12.DRIVEWAY PERMIT NOTE:A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TOANY DRIVEWAY CONSTRUCTION ON PUBLIC RIGHT-OF-WAY.SUBMIT PLANS FOR DRIVEWAY PERMIT APPROVAL TO CITYENGINEERING DEVELOPMENT REVIEW. AFTER OBTAINING THEPERMIT, PLEASE CALL CITY OF DURHAM ENGINEERING INSPECTIONOFFICE AT 919-560-4326 PRIOR TO START OF CONSTRUCTION.13.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TOTHE INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMITPLAN DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERINGDIVISION.14.ABANDONMENT OF WATER SERVICES SHALL INCLUDEEXCAVATING DOWN TO CORPORATION STOP, TURNING IT OFFAND CUTTING SERVICE LINE FREE FROM CORPORATION STOP. THEMETER, IF PRESENT, SHALL BE RETURNED TO CITY OF DURHAM.PRIOR TO ANY CREDIT OR REFUND BEING PROCESSED THE METERMUST BE RETURNED TO WATER MANAGEMENT DEPARTMENT ANDTHE METER NUMBER VERIFIED AND CODED PROPERLY ASRETURNED. UTILITY SERVICE ABANDONMENTS WILL TAKE PLACEPRIOR TO BEGINNING UTILITY CONSTRUCTION WORK FOR APROJECT. ANY EXCAVATION AS PART OF ABANDONING UTILITIESWILL REQUIRE BACKFILLING PER CITY OF DURHAM STANDARDS.15.ABANDONMENT OF SANITARY SEWER SERVICE LINES SHALLCONSIST OF EXCAVATING DOWN TO THE SERVICE CONNECTIONTO THE MAIN, CUTTING THIS CONNECTION AND INSTALLING AWATERTIGHT PLUG IN THE MAIN. THE SERVICE LINE AND ALLCLEAN-OUT RISERS ON THE SERVICE LINE SHALL BE REMOVED.UTILITY SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TOBEGINNING UTILITY CONSTRUCTION WORK FOR A PROJECT. ANYEXCAVATION AS PART OF ABANDONING UTILITIES WILL REQUIREBACKFILLING PER CITY OF DURHAM STANDARDS.16.AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THISPROJECT SHALL BE GOVERNED BY THE MINIMUM STANDARDS OFTHE MOST RECENT EDITION OF THE CITY OF DURHAM (CITY)REFERENCE GUIDE FOR DEVELOPMENT (RGD) AND ANY LETTERSTO INDUSTRY (POSTED ON THE CITY'S WEBSITE) THAT ARE IN EFFECTTHE DATE CONSTRUCTION DRAWINGS ARE FIRST RECEIVED FORREVIEW BY THE CITY.17.TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FORDEVELOPMENTS OTHER THAN SINGLE FAMILY DETACHED,TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT AREMAKING USE OF NUTRIENT BANKS OR NCEEP, THE APPROVAL OFTHE SITE PLAN/PRELIMINARY PLAT IS CONTINGENT UPON THEPURCHASE OF NUTRIENT CREDITS. IF A REVISED SITEPLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS DEVELOPMENT,THE REVISED SITE PLAN/PRELIMINARY PLAT WILL BE SUBJECT TOANY ORDINANCES IN PLACE AT THE TIME OF THE REVISED SITEPLAN/PRELIMINARY PLAT SUBMISSION. PRIOR TO THE APPROVALOF THE SITE PLAN/PRELIMINARY PLAT, A LETTER/RECEIPT SHOWINGTHE PURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENTAND A COPY OF THE NUTRIENT BANK LEDGER IF APPLICABLE,SHOWING THE TOTAL NUTRIENT CREDITS AVAILABLE MINUS ANYAND ALL DEDUCTIONS, IS TO BE PROVIDED TO THE STORMWATERDEVELOPMENT REVIEW SECTION.18.STORMWATER DRAINAGE EASEMENT NOTE (WIDTH DETERMINEDAT CONSTRUCTION DRAWINGS):“CENTERLINE OF _____ FOOT WIDE PUBLIC STORM WATERDRAINAGE EASEMENT. OWNERSHIP OF AND RESPONSIBILITY FORIMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIESIN THIS EASEMENT REMAINS WITH THE CURRENT OWNER. IF THEPROPERTY IS WITHIN OR BECOMES A PART OF THE CITY, THEEASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECTTO THE TERMS AND RESTRICTIONS STATED IN THE "REVISEDDECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OFDURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS"RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICHDOCUMENT IS INCORPORATED HEREIN. THIS EASEMENT AND THEREVISED DECLARATION DO NOT CREATE THE OBLIGATION TOPROVIDE PUBLIC MAINTENANCE. NO BUILDING, STRUCTURES,FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THEEASEMENT EXCEPT ACCORDING TO THOSE TERMS.”19.STREAM BUFFER NOTES (WIDTH DETERMINED AT REZONING OR SITEPLAN):"50 FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OFSTREAM, MEASURED FROM TOP OF BANK. NO CLEARING ORGRADING OTHER THAN SELECTIVE THINNING AND ORDINARYMAINTENANCE OF EXISTING VEGETATION PERMITTED.”20.FLOODPLAIN NOTES:“ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAYFRINGE, INCLUDING FILL, NEW CONSTRUCTION, SUBSTANTIALIMPROVEMENTS, MANUFACTURED HOUSING, STORAGE OFMATERIALS AND STORAGE OF TOXIC OR FLAMMABLESUBSTANCES, IS PROHIBITED EXCEPT AS PROVIDED BY APPLICABLEFLOOD HAZARD REGULATIONS.”21.GENERAL NOTES:“STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIREDFROM THE DEHNR AND THE U.S. CORPS OF ENGINEERS PRIOR TOTHE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES INOR NEAR A LAKE, STREAM, CREEK, TRIBUTARY OR ANY UNNAMEDBODY OF WATER AND ITS ADJACENT WETLANDS.”22.AN ENCROACHMENT AGREEMENT WILL BE REQUIRED AFTERCONSTRUCTION DRAWING APPROVAL. CONTACT ENGINEERINGSERVICES AT 560-4326.23.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROLMEASURE(S) (SCM[S]) REQUIRE THE USE OF STORAGE INDICATIONROUTING METHODOLOGY SUCH AS TR-20 OR HEC-1 MODELS.FOR EACH SCM, AS APPLICABLE, STAGE-STORAGE RELATIONSHIPAND INFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALLTABULATED DATA INCLUDING CALCULATIONS SHOWING THELIMITING DISCHARGE, WHETHER ORIFICE, WEIR, BARREL, OROUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD,HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE COMMONLYUSED AND RECOGNIZED SOFTWARE PROGRAMS WHICHINCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY.24.STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S), THEEXECUTED STORMWATER FACILITY AGREEMENT AND COVENANTS(PREPARED BY THE CITY OF DURHAM STORMWATERDEVELOPMENT REVIEW SECTION) AND A PAYMENT INTO THESTORMWATER REPLACEMENT FUND ARE REQUIRED FOR ALLSCM(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTIONOF THE DEVELOPMENT IS NOT ALLOWED TO COMMENCE UNTILTHESE ITEMS ARE PROVIDED IN ACCORDANCE WITH THE TERMSAND CONDITIONS OUTLINED IN THE STORMWATER FACILITYAGREEMENT AND COVENANTS OR IN ACCORDANCE WITHWRITTEN POLICY. THE DESIGNER SHALL SUBMIT A SEALEDENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCMPROPOSED IN THE DEVELOPMENT PRIOR TO APPROVAL OF THECONSTRUCTION DRAWINGS.25.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROLMEASURE(S) (SCM[S]), PROVIDED BY THE BMP CERTIFYINGENGINEER (BCE), IS REQUIRED. THE AS-BUILT CERTIFICATION SHALLBE SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM BCEPROGRAM, REFER TO SECTION 8.6, BMP CERTIFYING ENGINEERPROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM, OFTHE REFERENCE GUIDE FOR DEVELOPMENT. THE SCM AS-BUILTCERTIFICATION(S) SHALL BE APPROVED BY THE STORMWATERDEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANYFINAL CERTIFICATES OF OCCUPANCY/COMPLIANCE FORDEVELOPMENT, WITH THE EXCEPTION OF WHEN AN APPROPRIATECONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLEFAMILY OR TOWNHOME DEVELOPMENT. WITH THIS PROVIDEDCONSTRUCTION SECURITY, CERTIFICATES OFOCCUPANCY/COMPLIANCE CAN BE ISSUED FOR A PERCENTAGEOF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITYREQUIREMENTS.26.STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGNCALCULATIONS WILL NOT BE REVIEWED OR APPROVED WITH THESITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCM DESIGNS WILLBE REVIEWED AND APPROVED DURING THE CONSTRUCTIONDRAWING SUBMITTAL PROCESS. IF, AT THE TIME OFCONSTRUCTION DRAWING SUBMITTAL, IT IS FOUND THAT THEPROPOSED SCM(S) IS UNDERSIZED, NOT PROPERLY ACCESSIBLE,OR OTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THERESPONSIBILITY OF THE APPLICANT TO INSURE THAT THEAPPLICABLE STORMWATER ORDINANCE REQUIREMENTS ARE MET.A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IFTHE ORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT,NOT PROPERLY ACCESSIBLE, OR UNSUITABLE AND ALTERNATIVESCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.27.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE APRECONSTRUCTION MEETING WITH THE STORMWATERDEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORKON ANY STORMWATER CONTROL MEASURE (SCM). IF THE SCMWILL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION ANDEROSION CONTROL (S&EC) DEVICE, TO BE CONVERTED TO APERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTIONMEETING SHOULD BE SCHEDULED PRIOR TO CONSTRUCTION OFTHE S&EC DEVICE. CALL 919-560-4326 EXT. 30238 TO SCHEDULETHE REQUIRED MEETING A MINIMUM OF THREE BUSINESS DAYSPRIOR TO THE DESIRED MEETING DATE. THIS IS IN ADDITION TOOTHER PRECONSTRUCTION MEETING REQUIREMENTS FOREROSION CONTROL, ENGINEERING INSPECTIONS, ETC.28.TO RECEIVE CONSTRUCTION DRAWINGS APPROVAL FOR SINGLEFAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIALDEVELOPMENTS THAT ARE MAKING USE OF NUTRIENT BANKSAND/OR THE NCEEP, THE APPROVAL OF THE CONSTRUCTIONDRAWINGS IS CONTINGENT UPON THE PURCHASE OF NUTRIENTCREDITS. IF A REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTEDFOR THIS SITE, THE REVISED SITE PLAN/PRELIMINARY PLAT WILL BESUBJECT TO ANY ORDINANCES IN PLACE AT THE TIME OF THEREVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION. PRIOR TO THEAPPROVAL OF ANY CONSTRUCTION DRAWINGS OR PRIOR TO THERELEASE OF ANY BUILDING PERMITS PERTAINING TO THISDEVELOPMENT, WHICHEVER COMES FIRST, A LETTER/RECEIPTSHOWING THE PURCHASE OF THE NUTRIENT CREDITS FOR THISDEVELOPMENT AND A COPY OF THE NUTRIENT BANK LEDGER IFAPPLICABLE, SHOWING THE TOTAL NUTRIENT CREDITS AVAILABLEMINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO THESTORMWATER DEVELOPMENT REVIEW SECTION. HOWEVER, IFINSUFFICIENT CREDITS ARE AVAILABLE FROM NUTRIENT BANKSAND NCEEP WILL NOT ACCEPT PAYMENT, THEN THE APPLICANTSHALL SUBMIT A REVISED SITE PLAN/PRELIMINARY PLAT BACK TOTHE DURHAM CITY-COUNTY PLANNING DEPARTMENT AND SHALLCOMPLY WITH THE CURRENT STORMWATER PERFORMANCESTANDARDS IN PLACE AT THE TIME OF THE REVISED SITEPLAN/PRELIMINARY PLAT SUBMISSION.ANGIER AVESTA
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SITEPROJ. MGR: COPYRIGHT ©2019SEPI ENGINEERING & CONSTRUCTION, INCDRAWN BY:sepiengineering.comE N G I N E E R I N G &C O N S T R U C T I O N1025 WADE AVENUERALEIGH, NORTH CAROLINA919.789.997711020 DAVID TAYLOR DR., SUITE 115CHARLOTTE, NORTH CAROLINA704.714.48805030 NEW CENTRE DR., SUITE BWILMINGTON, NORTH CAROLINA910.523.5715LP16010Construction DrawingsRevised Per Comments03/12/2019................PROJECT:DATEISSUE:CHECKED BY:J. WESTMORELANDREVISIONS:1..NOTICE:3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sTHE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATEWAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALLEXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLEFOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURETO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THECONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BEEXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THEWORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBYSTRUCTURES, OR OF ANY OTHER PERSONS.CLIENT:Angier Development, LLC7700 Kencot CourtRaleigh, NC 27615Contact:David LazzoPH: (919) [e-mail]. SMITHJ. BEARD..ANGIER AVENUESEWER EXTENSIONCONSTRUCTIONDRAWINGS3846 Angier AvenueDurham, NCCITY OF DURHAMPUBLIC WORKS DEPARTMENTAPPROVEDENGINEERINGDATESTORMWATERDATETRANSPORTATIONDATEDATEDATEPRELIMINARY - NOT FOR CONSTRUCTION01/29/2019COVER SHEETC-1.0SHEET INDEXSURVEYOR / ENGINEER / LANDSCAPE ARCHITECTREFERENCES: ZP170102 (REZONING)Z170009 (REZONING)BDG1700005 (ANNEXATION)DI800067 (PLANNING)1st SUBMITTAL: JANUARY 29, 2019REVISED: MARCH 12, 2019DEVELOPMENT PLAN COMMITMENTS1.ULTIMATE ANGIER AVENUE ROADWAY SECTION TO INCLUDE:a.WESTBOUND LEFT-TURN LANE WITH STORAGE AND TAPERS AT SITE ACCESS.b.EASTBOUND LEFT-TURN LANE WITH STORAGE AND TAPERS AT BUNGALOW AVENUE.c.CONTINUOUS TWO-WAY LEFT-TURN LANE BETWEEN THE TWO LEFT-TURN LANES.d.FOUR FEET (4') ADDITIONAL ASPHALT ACROSS ENTIRE FRONTAGE ALONG SOUTHSIDE OF ANGIER AVENUE FOR FUTURE BIKE LANE.e.SIDEWALK2.PEDESTRIAN CONNECTION FROM PROJECT SITE TO BOUNDARY WITH BETHESDA PARK.PRIOR TO ISSUANCE OF A BUILDING PERMIT:1.DEDICATE AN ADDITIONAL 10' OF RIGHT-OF-WAY FOR THE FRONTAGE OF THE SITEALONG ANGIER AVENUE.PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY:2.CONSTRUCT A WESTBOUND LEFT-TURN LANE WITH ADEQUATE STORAGE ANDAPPROPRIATE TAPERS ON ANGIER AVENUE AT SITE ACCESS #1 AND AN EASTBOUNDLEFT TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS ON ANGIERAVENUE AT BUNGALOW AVENUE WITH A CONTINUOUS TWO-WAY LEFT-TURN LANEBETWEEN THE TWO LEFT-TURN LANES.3.A MINIMUM OF 4' OF ADDITIONAL ASPHALT WILL BE PROVIDED FOR THE FULLFRONTAGE OF THE SITE ALONG THE SOUTH SIDE OF ANGIER AVENUE. THEADDITIONAL ASPHALT WIDENING WILL BE PROVIDED TO ALLOW FOR A FUTUREBICYCLE LANE.4.SUBJECT TO A DETERMINATION BY GoDurham AND GoTriangle ON THE NEED FORTRANSIT RELATED IMPROVEMENTS AT THE TIME OF SITE PLAN SUBMITTAL, CONSTRUCTA BUS PULL-OUT AND A CONCRETE PAD/BUS SHELTER TO GoDurham/GoTriangleSPECIFICATIONS ALONG THE SOUTH SIDE OF ANGIER AVENUE ADJACENT TO THESITE.DURHAM COUNTY SEDIMENTATION & EROSIONCONTROL NOTES1.IF MORE THAN 12,000 SQ.FT. IS DISTURBED A LAND-DISTURBING PERMIT WILL BE REQUIRED PRIOR TOTHE COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.2.IF MORE THAN 20,000 SQ.FT. IS DISTURBED, A SEDIMENTATION AND EROSION CONTROL PLAN MUST BESUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A LAND-DISTURBANCE PERMIT.3.TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT , TREE PROTECTIONCERTIFICATION MUST BE SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, ANDTREE PROTECTION INSPECTION COMPLETED PRIOR TO LAND-DISTURBANCE PERMIT.4.IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED FOR THE SPOIL/BORROW SITEMUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITEALREADY HAS A LAND DISTURBANCE PERMIT.5.IF THE DISTURBED AREA EXCEEDS FIVE (5) ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIREDPRIOR TO LAND-DISTURBANCE PERMIT ISSUANCE.C-1.0COVER SHEETC-2.0EXISTING CONDITIONS/ DEMOLITION PLANC-3.0EROSION CONTROL PLAN(NOT INCLUDED IN THIS SET)C-4.1UTILITY PLAN - OFFSITE SEWERC-4.2PLAN & PROFILE - OFFSITE SANITARY SEWERMAINC-4.3PLAN & PROFILE - OFFSITE SANITARY SEWERMAIN (CONT.)C-5.1SANITARY SEWER DETAILSC-5.2SANITARY SEWER DETAILS (CONT.)DocuSign Envelope ID: D629ABDB-B7F1-480E-9B7C-1BDA5DE0F1813/13/2019
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WN/F CITY OF DURHAM
D.B. 2713, PG. 558
D.B. 8184, PG. 9
P.B. 144, PG. 126
PIN: 0749-02-58-3669
PID: 163527
ZONING: RS-20
USE: PARK
20.00'
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N/F CITY OF DURHAM
D.B. 5173, PG. 452
P.B. 64, PG. 32
P.B. 45, PG. 77
PIN: 0749-02-59-7030
PID: 163518
ZONING: RS-20
USE: VACANT/PARK
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USE: VACANT
AREA: 84655 SQ. FT.
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100.09' (TIE)
N25°39'12"W
99.74' (TIE)
N25°21'39"W
100.04' (TIE)
N25°54'55"W
115.14' (TIE)
N25°48'19"W
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N/F COUNTY OF DURHAM
D.B. 5749, PG. 998
P.B. 123, PG. 188
PIN: 0749-02-59-6042
PID: 163519
ZONING: RS-20
USE: PUMP STATION
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N/F BARRY C. ALLISON
AND WIFE
MITZI H. ALLISON
D.B. 1804, PG. 848
PIN: 0749-02-58-7472
ZONING: RS-20
USE: RESIDENTIAL
N/F A
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N
G:
R
S-
2
0
USE: R
E
SI
D
E
N
TI
A
L
APPARENT DEED GAP
(LEGAL RESOLUTION
IN PROCESS)
GENERAL NOTES
1.BOUNDARY INFORMATION SHOWN ON THIS PLAN WAS OBTAINED FROM A SURVEY ENTITLED "CONTIGUOUS ANNEXATION
PLAT" PREPARED FOR: ANGIER DEVELOPMENT LLC. PREPARED BY: HENRY FITTS, P.L.S. OF SEPI ENGINEERING &
CONSTRUCTION DATED FEBRUARY 07, 2017.
2.STREAM AND WETLANDS INFORMATION SHOWN ON THIS PLAN WAS OBTAINED FROM A PRELIMINARY WATERS OF THE US
ASSESSMENT PREPARED BY ANGLER ENVIRONMENTAL DATED SEPTEMBER 2016, AND A BUFFER DETERMINATION LETTER
DATED APRIL 6, 2017 FROM THE NC DIVISION OF WATER RESOURCES.
3.TOPOGRAPHIC INFORMATION OBTAINED FROM CITY/COUNTY OF DURHAM G.I.S., AND DIGITAL TOPOGRAPHIC SURVEY FILE
OBTAINED FROM SEPI ENGINEERING & CONSTRUCTION DATED 08-15-2018.
4.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ON THE PROJECT SITE:
·NON-ENCROACHMENT AREA / NON-ENCROACHMENT AREA FRINGE
·FLOODWAY / FLOODWAY FRINGE
·STEEP SLOPES
5.TO THE BEST OF OUR KNOWLEDGE THE PROJECT SITE IS NOT INCLUDED IN THE FOLLOWING INVENTORIES:
·DURHAM COUNTY INVENTORY OF NATURAL AREAS, PLANTS AND WILDLIFE INVENTORY
·DURHAM ARCHITECTURAL AND HISTORIC INVENTORY
·DURHAM COUNTY ARCHAEOLOGICAL INVENTORY, OTHER ARCHAEOLOGICAL SITES, OR OTHER PROTECTED AREAS
6.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN (IF ANY) IS APPROXIMATE ONLY; UTILITIES MAY EXIST
WHICH ARE NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN
OR ADJACENT TO THE CONSTRUCTION SITE WITHIN THE LIMITS OF ANY GRADING OR EXCAVATION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
7.ANY ONSITE UTILITIES DESIGNATED TO BE RELOCATED, AS REQUIRED FOR CONSTRUCTION, WILL BE DONE AT OWNER'S
EXPENSE. CONTRACTOR TO CONTACT CITY OF DURHAM AND ANY APPLICABLE UTILITY COMPANIES PRIOR TO
RELOCATION.
8.DAMAGE DONE TO ANY ITEMS NOT SHOWN IN THESE PLANS TO BE REMOVED, ADDED, OR REPLACED SHALL BE
REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE.
9.EXISTING SEWER, FORCEMAIN, AND PUMP STATION INFORMATION TAKEN FROM "BETHESDA ARAE SANITARY SEWER
IMPROVEMENTS; DURHAM COUNTY PROJECT #9" AS-BUILT DRAWINGS, DATED SEPTEMBER 22, 1990.
PROPERTY LINE (PL)
RIGHT-OF-WAY LINER/W
EXISTING WATER LINE
EXISTING GRAVITY SEWER
EXISTING OVERHEAD ELECTRIC LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING FENCE
140
139
LEGEND
SURVEY BENCHMARK
FIRE HYDRANT
WATER VALVE
PROPERTY CORNER/MONUMENT
UTILITY POLE
WV
EDGE OF PAVEMENTEOP
EX. IRON REBAR
EX. IRON PIN
EIR
EIP
GUY WIRE
EX. WETLANDS
ADJACENT PROPERTY LINE
PROJ. MGR:
COPYRIGHT ©2019
SEPI ENGINEERING & CONSTRUCTION, INC
DRAWN BY:
sepiengineering.com
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
LP16010
Construction Drawings
Revised Per Comments 03/12/2019
..
..
..
..
..
..
..
..
PROJECT:
DATE
ISSUE:
CHECKED BY:
J. WESTMORELAND
REVISIONS:
1
..
NOTICE:
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Callbefore you dig.
below.Know what's
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.
CLIENT:
Angier Development, LLC
7700 Kencot Court
Raleigh, NC 27615
Contact:
David Lazzo
PH: [phone]
[e-mail]
L. SMITH
J. BEARD
..
ANGIER AVENUE
SEWER EXTENSION
CONSTRUCTION
DRAWINGS
3846 Angier Avenue
Durham, NC
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORMWATER DATE
TRANSPORTATION DATE
DATE
DATEPRELIMINAR
Y

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01/29/2019
EXISTING CONDITIONS/
DEMOLITION PLAN
C-2.0EX. STREAM
EX. STREAM BUFFER
EX. TREE
EX. WETLANDS
KEYNOTES
DEMOLISH EXISTING SIDEWALK WITHIN TRENCH AREA. SAW CUT PAVEMENT TO CREATE A SMOOTH EDGE TO TIE TO.
OPEN CUT INSTALLATION OF SEWER; WETLAND IMPACTS. PERMITTING OF IMPACTS IN PROGRESS.
A
B
C OPEN CUT INSTALLATION OF SEWER; STREAM AND BUFFER IMPACTS. PERMITTING OF IMPACTS IN PROGRESS.
1 inch = 60 ft.
60'0 60'
SEE NOTE 9
A
A
EX. WETLANDS
B
B
C
C
TBM: 13 IN. OAK
N: 799151.14636
E: 2045555.4021
EL: 363.381
EX. 4" PVC
FORCEMAIN;
SEE NOTE 9
EX. 8" PVC
DocuSign Envelope ID: D629ABDB-B7F1-480E-9B7C-1BDA5DE0F181
3/13/2019
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WN/F CITY OF DURHAM
D.B. 2713, PG. 558
D.B. 8184, PG. 9
P.B. 144, PG. 126
PIN: 0749-02-58-3669
PID: 163527
ZONING: RS-20
USE: PARK
100'
100'
GAR
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PIN: 0
7
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0
2
-
5
9
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7
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6
4
PID: 1
6
3
5
1
6
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:

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USE: R
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3
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1
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ZONI
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:

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USE: R
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P.B. 7
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PIN: 0
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-
0
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9
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PID: 1
6
3
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ZONI
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:

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0
USE: R
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N/F CITY OF DURHAM
D.B. 5173, PG. 452
P.B. 64, PG. 32
P.B. 45, PG. 77
PIN: 0749-02-59-7030
PID: 163518
ZONING: RS-20
USE: VACANT/PARK
N/F NO
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PIN: 074
9
-
0
2
-
4
8
-
8
6
9
6
PID: 218
1
4
3
ZONING: RS-20
USE: VACANT
AREA: 84655 SQ. FT.
1.943 ACRES
EIP
EIP
0.32' NW OF
EIP
0.10' NW OF
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
IRS
IRS
N25°46'17"W
100.09' (TIE)
N25°39'12"W
99.74' (TIE)
N25°21'39"W
100.04' (TIE)
N25°54'55"W
115.14' (TIE)
N25°48'19"W
30.00' (TIE)EXIST
ING
C
ITY
L
IM
ITS
N25°24'00"W
27.46' (TIE)
N/F P
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P
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PIN: 0
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0
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9
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2
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PID: 1
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USE: R
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EXISTING
CONCRETE
CREEK
CREE
K
CREEKTOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
EXISTING
BRIDGE
EXISTING
BRIDGE
HEADWALL
HEADWALL
EXISTING
SIDEWALK
EXISTING
CONCRETE
GRAVEL
ENTRANCEx
x xxHEADWALL
INV.=340.50'
INV.=340.96'
EX. STREAM
EX. 50' STREAM
BUFFER
EX. 50' STREAM
BUFFER
CLEANOUTS
S
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
S
SSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSL
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
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LD LD LD
LD
LD LD LD LDLDLD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LDLD LDLD LD LD LD
LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
N/F J
E
N
NI
F
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B.
L
U
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D
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D.B. 1
0
2
9,
P
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9
6
4
P.B. 4
5,
P
G.
7
8
PIN: 0
7
4
9-
0
2-
5
8-
7
8
9
9
ZONI
N
G:
R
S-
2
0
USE: R
E
SI
D
E
N
TI
A
L
N/F COUNTY OF DURHAM
D.B. 5749, PG. 998
P.B. 123, PG. 188
PIN: 0749-02-59-6042
PID: 163519
ZONING: RS-20
USE: PUMP STATION
N/F D
E
Y
SI
AI
D
A
A
G
UI
L
A
R
AND
H
U
S
B
A
N
D
ALEX
O.
A
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UI
L
A
R
D.B. 1
1
8
1,
P
G.
9
2
4
PIN: 0
7
4
9-
0
2-
5
8-
8
8
3
0
ZONI
N
G:
R
S-
2
0
USE: R
E
SI
D
E
N
TI
A
L
N/F BARRY C. ALLISON
AND WIFE
MITZI H. ALLISON
D.B. 1804, PG. 848
PIN: 0749-02-58-7472
ZONING: RS-20
USE: RESIDENTIAL
N/F A
D
E
L
L
C.
M
O
N
R
O
E
D.B. 2
6
4
6,
P
G.
9
6
0
PIN: 0
7
4
9-
0
2-
5
8-
8
7
8
1
ZONI
N
G:
R
S-
2
0
USE: R
E
SI
D
E
N
TI
A
L
N/F RI
C
H
A
R
D
DI
X
O
N
D.B. 1
8
0
4,
P
G.
8
4
8
PIN: 0
7
4
9-
0
2-
5
8-
9
6
2
2
ZONI
N
G:
R
S-
2
0
USE: R
E
SI
D
E
N
TI
A
L
APPARENT DEED GAP
(LEGAL RESOLUTION
IN PROCESS)
MH
2-05 MH
2-09
MH
2-08
MH
2-10
MH
2-07
MH
2-04
MH
2-03
MH
2-Ex.
MH
2-01
MH
2-02
PROPERTY LINE (PL)
RIGHT-OF-WAY LINE
SETBACK LINE
UTILITY EASEMENT
PROPOSED WATER LINEWWW
PROPOSED GRAVITY SEWERSSSSSS
TU TU TU PROPOSED UNDERGROUND TELECOMMUNICATIONS LINE
PROPOSED GAS LINEGGG
UGE UGE UGE PROPOSED UNDERGROUND ELECTRIC LINE
S PROPOSED SS MANHOLE
PROPOSED SS CLEANOUT
PROPOSED WATER METER
PROPOSED GATE VALVE
PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM DRAINAGE PIPE
LEGEND
PROPOSED BEND WITH THRUST BLOCKING
PROPOSED TEE WITH THRUST BLOCKING
WM
PROPOSED BLOW-OFF ASSEMBLY
UTILITY PLAN
(OFFSITE SEWER)
C-4.1
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE
CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND 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-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND BACKFLOW PREVENTER.
3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO CITY OF DURHAM STANDARDS & SPECIFICATIONS.
4.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED.
5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST CONTACT DURHAM
CROSS-CONNECTION CONTROL, DEPARTMENT OF OF WATER MANAGEMENT AT [phone] TO OBTAIN PERMIT AND INSTALLATION
REQUIREMENTS PRIOR TO INITIATING WORK.
6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDED WITH 5" DIAMETER STORZ CONNECTIONS.
7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.
8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGS SHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE
APPURTENANCES. PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO
INSTALLATION OF SAID HYDRANT(S).
9.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOW CLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH,
WITH READY ACCESS PROVIDED THERETO.
10.ABOVE-GROUND UTILITIES TO BE SCREENED PER UDO SECTION 7.6
11.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN
DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION.
12.SANITARY SEWER SERVICES SHALL BE 2.0% MINIMUM SLOPE.
WATER, SANITARY SEWER AND STORM SEWER SEPARATION NOTES
1.HORIZONTAL AND VERTICAL SEPARATION
A.SANITARY SEWERS SHALL BE LAID AT LEAST 10-FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE
DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT SEPARATION, THE
CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH
DEVIATION ON MAY ALLOW THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER
MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN
ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER.
B.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE SANITARY
SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF FERROUS PIPE
COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150- PSI TO ASSURE WATER
TIGHTNESS BEFORE BACKFILLING.
C.A 24-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE
SPECIFIED. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAINS.
1. IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MAINS (OR
PRESSURE SEWERS). THE WATER MAIN SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED
AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING.
2.CROSSINGS
A.SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN
THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE
SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
B.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, ONE OF THE
FOLLOWING METHODS MUST BE SPECIFIED.
1. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT
150-PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING, OR
2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE, WHICH EXTENDS
10-FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION.
GENERAL UTILITY NOTES
PROJ. MGR:
COPYRIGHT ©2019
SEPI ENGINEERING & CONSTRUCTION, INC
DRAWN BY:
sepiengineering.com
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
LP16010
Construction Drawings
Revised Per Comments 03/12/2019
..
..
..
..
..
..
..
..
PROJECT:
DATE
ISSUE:
CHECKED BY:
J. WESTMORELAND
REVISIONS:
1
..
NOTICE:
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Callbefore you dig.
below.Know what's
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.
CLIENT:
Angier Development, LLC
7700 Kencot Court
Raleigh, NC 27615
Contact:
David Lazzo
PH: [phone]
[e-mail]
L. SMITH
J. BEARD
..
ANGIER AVENUE
SEWER EXTENSION
CONSTRUCTION
DRAWINGS
3846 Angier Avenue
Durham, NC
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORMWATER DATE
TRANSPORTATION DATE
DATE
DATEPRELIMINAR
Y

-

N
O
T

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
01/29/2019
SEE SHEET C-4.2
D
E
UTILITY KEYNOTES
SANITARY SEWER MANHOLE SPACED AT 400' MAXIMUM INTERVALS (TYP.)
CONNECT TO PROPOSED "ELLIS ROAD TOWNHOMES SANITARY SEWER EXTENSION" MANHOLE (BY
OTHERS). CONTRACTOR TO COORDINATE AS-BUILT MANHOLE LOCATION AND PIPE INVERTS; NOTIFY
ENGINEER IF DISCREPANCY FROM DESIGN PLANS
OFFSITE SANITARY SEWER MAIN @ 0.75% MIN. (TYP.)
A
B
C
D
PROPOSED ELLIS ROAD TOWNHOMES PROJECT SANITARY SEWER EXTENSION (BY OTHERS)E
CITY TO CONNECT PROPOSED SEWER OUTFALL TO EXISTING UPSTREAM CITY OF
DURHAM STAGE ROAD PUMP STATION OUTFALL, AT A FUTURE DATE (APPROX. 18,000
GPD EXISTING FLOW & 113,000 GPD EXISTING PEAK FLOW ). CONSTRUCTION TO STOP
AT MH "2-09."
1 inch = 60 ft.
60'0 60'
SEE SHEET C-4.3
30' WIDE WORK LIMITS. CONTRACTOR TO LIMIT IMPACTS TO WORK LIMIT CORRIDOR;
FOR WORK WITHIN WETLAND AND STREAM BUFFER LIMITS. REFER TO CONDITION SET IN APPROVED PERMITS.
F
E
A
B
A
B C
EX. WETLANDS
(FUTURE MH)
F
TBM: 13 IN. OAK
N: 799151.14636
E: 2045555.4021
EL: 363.381
DocuSign Envelope ID: D629ABDB-B7F1-480E-9B7C-1BDA5DE0F181
3/13/2019
(EX.-VERIFY)  
OFFSITE SEWER-2
330     335     340     345     350     355     360     365     370
330    335    340    345    350    355    360    365    370          
10+00.00 10+50.00 11+00.00 11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+50.00 17+00.00 17+50.00 18+00.00345.12345.12344.38344.38345.54345.54346.42346.42349.31349.31347.74347.74349.10349.10347.40347.40347.79347.79348.13348.13348.33348.33349.46349.46349.80349.80350.20350.20353.15353.15INV IN = 336.25INV IN = 336.50INV OUT = 336.00211.87 LF 12" DIP @ 0.75%
171.19 LF 12" PVC @ 1.66%
256.68 LF 12" PVC @ 0.75%
106.07 LF 12" PVC @ 1.75%INV IN = 345.47INV OUT = 345.27INV IN = 341.29INV OUT = 341.09INV IN = 343.42INV OUT = 343.22INV IN = 338.25INV OUT = 337.84MH2-Ex.STA 10+00.00,0.00'RIM = 352.60211.87 LF 12" DIP @ 0.75%
171.19 LF 12" PVC @ 1.66%
256.68 LF 12" PVC @ 0.75%
106.07 LF 12" PVC @ 1.75%MH2-04STA 17+45.81, 0.00'RIM = 355.53MH2-02STA 13+83.06, 0.00'RIM = 351.30MH2-03STA 16+39.74, 0.00'RIM = 353.42MH2-01STA 12+11.87, 0.00'RIM = 350.41(EX.-VERIFY)R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W355
35035
5
350 350350
3503
4
5
350355350345355S
S
S
S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
LDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLD
LDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD LD LD LD LD LD LD LD LD LD LD
MH
2-04
MH
2-03
MH
2-Ex.
MH
2-01
MH
2-02
12" PVC SS
12" P
V
C
S
S
12" PVC S
S12
"
PVC
SS
12" DIP SS12" DIP SS9+50.0010+00.0011+00.00
12+00.00
13+
00
.0
0
14+00.00
15+00.00
16+00.00
17+0
0.
0
0
18+00.00
10+50.00
11+50.00
12+
50
.0
0
13+5
0
.
0
0
14+50.00
15+50.00
16+5
0.
0
0
17+50.00
18+50.00
NC GRI
D
N
O
R
T
H
NAD 8
3
PROPERTY LINE (PL)
RIGHT-OF-WAY LINE
SETBACK LINE
UTILITY EASEMENT
PROPOSED WATER LINEWWW
PROPOSED GRAVITY SEWERSSSSSS
TU TU TU PROPOSED UNDERGROUND TELECOMMUNICATIONS LINE
PROPOSED GAS LINEGGG
UGE UGE UGE PROPOSED UNDERGROUND ELECTRIC LINE
S PROPOSED SS MANHOLE
PROPOSED SS CLEANOUT
PROPOSED WATER METER
PROPOSED GATE VALVE
PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM DRAINAGE PIPE
LEGEND
PROPOSED BEND WITH THRUST BLOCKING
PROPOSED TEE WITH THRUST BLOCKING
WM
PROPOSED BLOW-OFF ASSEMBLY
PLAN & PROFILE - OFFSITE SS
C-4.2
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE
CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND 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-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND BACKFLOW PREVENTER.
3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO CITY OF DURHAM STANDARDS & SPECIFICATIONS.
4.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED.
5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST CONTACT DURHAM
CROSS-CONNECTION CONTROL, DEPARTMENT OF OF WATER MANAGEMENT AT [phone] TO OBTAIN PERMIT AND INSTALLATION
REQUIREMENTS PRIOR TO INITIATING WORK.
6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDED WITH 5" DIAMETER STORZ CONNECTIONS.
7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.
8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGS SHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE
APPURTENANCES. PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO
INSTALLATION OF SAID HYDRANT(S).
9.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOW CLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH,
WITH READY ACCESS PROVIDED THERETO.
10.ABOVE-GROUND UTILITIES TO BE SCREENED PER UDO SECTION 7.6
11.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN
DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION.
12.SANITARY SEWER SERVICES SHALL BE 2.0% MINIMUM SLOPE.
13.ALL SANITARY SEWER DUCTILE IRON PIPES TO BE LINED WITH "PROTECTO 401", OR APPROVED EQUIVALENT, AS PER CITY OF DURHAM
GUIDELINES.
WATER, SANITARY SEWER AND STORM SEWER SEPARATION NOTES
1.HORIZONTAL AND VERTICAL SEPARATION
A.SANITARY SEWERS SHALL BE LAID AT LEAST 10-FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE
DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT SEPARATION, THE
CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH
DEVIATION ON MAY ALLOW THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER
MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN
ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER.
B.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE SANITARY
SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF FERROUS PIPE
COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150- PSI TO ASSURE WATER
TIGHTNESS BEFORE BACKFILLING.
C.A 24-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE
SPECIFIED. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAINS.
1. IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MAINS (OR
PRESSURE SEWERS). THE WATER MAIN SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED
AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING.
2.CROSSINGS
A.SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN
THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE
SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
B.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, ONE OF THE
FOLLOWING METHODS MUST BE SPECIFIED.
1. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT
150-PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING, OR
2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE, WHICH EXTENDS
10-FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION.
GENERAL UTILITY NOTES
PROJ. MGR:
COPYRIGHT ©2019
SEPI ENGINEERING & CONSTRUCTION, INC
DRAWN BY:
sepiengineering.com
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
LP16010
Construction Drawings
Revised Per Comments 03/12/2019
..
..
..
..
..
..
..
..
PROJECT:
DATE
ISSUE:
CHECKED BY:
J. WESTMORELAND
REVISIONS:
1
..
NOTICE:
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Callbefore you dig.
below.Know what's
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.
CLIENT:
Angier Development, LLC
7700 Kencot Court
Raleigh, NC 27615
Contact:
David Lazzo
PH: [phone]
[e-mail]
L. SMITH
J. BEARD
..
ANGIER AVENUE
SEWER EXTENSION
CONSTRUCTION
DRAWINGS
3846 Angier Avenue
Durham, NC
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORMWATER DATE
TRANSPORTATION DATE
DATE
DATEPRELIMINAR
Y

-

N
O
T

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
01/29/2019
1" = 40' HORIZONTAL
1" = 4' VERTICAL
1" = 40'
NC GRI
D
N
O
R
T
H
NAD 8
3
A
TIE TO EXISTING MANHOLE.
CONTRACTOR TO VERIFY FINAL
LOCATION AND INVERT; COORDINATE
WITH ENGINEER IF DISCREPANCY.
B
REPAVE EXISTING WALKWAY, MATERIAL TO MATCH EXISTING. CONTRACTOR TO MATCH
EXISTING ELEVATION AND GRADE. ANY DAMAGE TO EXISTING WALKWAY OUTSIDE OF
OPEN CUT LIMITS WILL BE REPAIRED TO ORIGINAL CONDITIONS AT NO ADDITIONAL COST
TO THE CITY OF DURHAM.
G
1 inch = 40 ft.
40'0 40'MATCHLINE - STA 18+00.00SEE SHEET C-4.3TOP OF BANK
CR
E
E
K
HEADWALL EXISTING
BRIDGE
TOP OF BANK
CRE
E
K
HEADWALL
EXISTING
BRIDGE
UTILITY KEYNOTES
SANITARY SEWER MANHOLE SPACED AT 400' MAXIMUM INTERVALS (TYP.)
CONNECT TO PROPOSED "ELLIS ROAD TOWNHOMES SANITARY SEWER EXTENSION" MANHOLE (BY
OTHERS). CONTRACTOR TO COORDINATE AS-BUILT MANHOLE LOCATION AND PIPE INVERTS; NOTIFY
ENGINEER IF DISCREPANCY FROM DESIGN PLANS
OFFSITE SANITARY SEWER MAIN @ 0.75% MIN. (TYP.)
A
B
C
D
PROPOSED ELLIS ROAD TOWNHOMES PROJECT SANITARY SEWER EXTENSION (BY OTHERS)E
OPEN CUT STREAM CROSSING AND WETLAND IMPACT; PERMITS IN PROGRESS;
CONTRACTOR TO VERIFY APPROVAL OF PERMITS WITH ENGINEER AND/OR OWNER
PRIOR TO BEGINNING CONSTRUCTION.
30' PUBLIC SANITARY SEWER EASEMENTF
50' STREAM
BUFFER
D
E
E
G
EXISTING
CONCRETE
EXISTING
CONCRETE
EXISTING
SIDEWALK
G
EXISTING
GRADE
24" MINIMUM
COVER
C
MANHOLE RIMS TO BE
SET @ 3' ABOVE
FINISHED GRADE
TIE TO EXISTING MANHOLE
CORE DRILL MANHOLE AND
INSTALL FLEXIBLE RUBBER
BOOT PER CITY STD. DETAILS.
EXISTING CREEK
C
(VERIFY)(SEE NOTE 13)
5' MINIMUM
COVER
108.
0
°
145.1°
162.6°
118
.
6
°
94
.
6
°
(SEE NOTE 13)
DocuSign Envelope ID: D629ABDB-B7F1-480E-9B7C-1BDA5DE0F181
3/13/2019

OFFSITE SEWER-2
330     335     340     345     350     355     360     365     370     375     380
330    335    340    345    350    355    360    365    370    375    380         
18+00.00 18+50.00 19+00.00 19+50.00 20+00.00 20+50.00 21+00.00 21+50.00 22+00.00 22+50.00 23+00.00 23+50.00 24+00.00 24+50.00 25+00.00 25+50.00357.64357.64357.74357.74359.65359.65359.17359.17361.33361.33358.86358.86356.71356.71357.40357.40356.34356.34355.29355.29358.51358.51359.49359.49359.50359.50INV IN = 350.25INV IN = 349.98INV OUT = 349.78INV IN = 352.87INV OUT = 352.5017.0 LF 12" PVC @ 2.00%
93.2 LF 12" PVC @ 0.75%
211.5 LF 12" PVC @ 0.75%
88.9 LF 12" PVC @ 0.75%
147.0 LF 12" DIP @ 0.75%INV IN = 351.29INV OUT = 351.09INV IN = 352.16INV OUT = 351.96INV IN = 347.26INV OUT = 347.06MH2-07STA 22+22.80, 0.00'RIM = 360.77MH2-10STA 24+75.67, 0.00'RIM = 359.1493.2 LF 12" PVC @ 0.75%
211.5 LF 12" PVC @ 0.75%
88.9 LF 12" PVC @ 0.75%
147.0 LF 12" DIP @ 0.75%MH2-08STA 23+69.81, 0.00'RIM = 362.20MH2-09STA 24+58.68, 0.00'RIM = 362.51MH2-05STA 19+57.29, 0.00'RIM = 362.88172.3 LF 12" PVC @ 0.94%MH2-06STA 20+50.53, 0.00'RIM = 364.34INV IN = 348.16INV OUT = 347.96Exist. 8" PVCR/WR/WR/WEIP
0.
3
2
'

N
W

O
F

EIP
0.
1
0
'

N
W

O
F

EIP
EIP
EI
P 3753
7
0
36
5
3
6
0
xx xx365
355
360
355
35035035
5
360
365
37
0
CL
E
A
N
O
U
T
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS SS SS
S
SSSSSSSSLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LDLDL
D
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
1-02
MH
2-06
MH
2-05
MH
2-09MH
2-08
MH
2-10
MH
2-07
MH
2-04
MH
2-03
12" PVC SS
12" P
V
C
S
S
12" PVC SS12" DIP SS12" PVC SS
12" PVC SS (FUTURE)16+00.0017+00.0018+0
0.
0
0
19+0
0.
0
0
20+00.00
21+
0
0
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0
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0
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25+0
0
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15+50.0016+50.0017+5
0.
0
0
18+5
0.
0
0
19+5
0.
0
0
20+50.00
21+
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0
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22+50.0023+50.0024+50.00
25+5
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0
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MH
2-05
MH
2-05
MH
2-05
MH
2-05
MH
2-05
PLAN & PROFILE - OFFSITE SS
C-4.3
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE
CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND 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-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND BACKFLOW PREVENTER.
3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO CITY OF DURHAM STANDARDS & SPECIFICATIONS.
4.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED.
5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST CONTACT DURHAM
CROSS-CONNECTION CONTROL, DEPARTMENT OF OF WATER MANAGEMENT AT [phone] TO OBTAIN PERMIT AND INSTALLATION
REQUIREMENTS PRIOR TO INITIATING WORK.
6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDED WITH 5" DIAMETER STORZ CONNECTIONS.
7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE.
8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGS SHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE
APPURTENANCES. PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO
INSTALLATION OF SAID HYDRANT(S).
9.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOW CLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH,
WITH READY ACCESS PROVIDED THERETO.
10.ABOVE-GROUND UTILITIES TO BE SCREENED PER UDO SECTION 7.6
11.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN
DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION.
12.SANITARY SEWER SERVICES SHALL BE 2.0% MINIMUM SLOPE.
13.ALL SANITARY SEWER DUCTILE IRON PIPES TO BE LINED WITH "PROTECTO 401", OR APPROVED EQUIVALENT, AS PER CITY OF DURHAM
GUIDELINES.
WATER, SANITARY SEWER AND STORM SEWER SEPARATION NOTES
1.HORIZONTAL AND VERTICAL SEPARATION
A.SANITARY SEWERS SHALL BE LAID AT LEAST 10-FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE
DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT SEPARATION, THE
CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH
DEVIATION ON MAY ALLOW THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER
MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN
ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER.
B.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE SANITARY
SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF FERROUS PIPE
COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150- PSI TO ASSURE WATER
TIGHTNESS BEFORE BACKFILLING.
C.A 24-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE
SPECIFIED. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAINS.
1. IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MAINS (OR
PRESSURE SEWERS). THE WATER MAIN SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED
AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING.
2.CROSSINGS
A.SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN
THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE
SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
B.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, ONE OF THE
FOLLOWING METHODS MUST BE SPECIFIED.
1. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT
150-PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING, OR
2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE, WHICH EXTENDS
10-FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION.
GENERAL UTILITY NOTES
PROJ. MGR:
COPYRIGHT ©2019
SEPI ENGINEERING & CONSTRUCTION, INC
DRAWN BY:
sepiengineering.com
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
LP16010
Construction Drawings
Revised Per Comments 03/12/2019
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PROJECT:
DATE
ISSUE:
CHECKED BY:
J. WESTMORELAND
REVISIONS:
1
..
NOTICE:
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Callbefore you dig.
below.Know what's
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.
CLIENT:
Angier Development, LLC
7700 Kencot Court
Raleigh, NC 27615
Contact:
David Lazzo
PH: [phone]
[e-mail]
L. SMITH
J. BEARD
..
ANGIER AVENUE
SEWER EXTENSION
CONSTRUCTION
DRAWINGS
3846 Angier Avenue
Durham, NC
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORMWATER DATE
TRANSPORTATION DATE
DATE
DATEPRELIMINAR
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1" = 40' HORIZONTAL
1" = 4' VERTICAL
1" = 40'NC GRID NORTHNAD 83A
G
1 inch = 40 ft.
40'0 40'MATCHLINE

-
STA
18+
00
.00SEE SHEET
C
-4
.2
TOP OF BANK
C
R
E
E
K
EX. STREAM
GRAVEL
ENTRANCE
CLEANOUTS
EX. 50' STREAM
BUFFER
EX. SIDEWALK
G
UTILITY KEYNOTES
SANITARY SEWER MANHOLE SPACED AT 400' MAXIMUM INTERVALS (TYP.)
CITY TO CONNECT PROPOSED SEWER OUTFALL TO EXISTING UPSTREAM CITY OF DURHAM STAGE
ROAD PUMP STATION OUTFALL, AT A FUTURE DATE (APPROX. 18,000 GPD EXISTING FLOW & 113,000
GPD EXISTING PEAK FLOW ). CONSTRUCTION TO STOP AT MH "2-09."
OFFSITE SANITARY SEWER MAIN @ 0.75% MIN. (TYP.)
A
B
C
AT AT FUTURE TIME, CITY TO INSTALL MH "2-10", CORE MH "2-09", AND INSTALL CONNECTOR PIPE.
FUTURE PIPE AND MH SHOWN FOR REFERENCE ONLY.D
30' PUBLIC SANITARY SEWER EASEMENTF
E
EXISTING
GRADE
24" MINIMUM
COVER
B
EXISTING CITY OF DURHAM "STAGE
ROAD" PUMP STATION (TO BE TAKEN
OFFLINE). CONTRACTOR TO
COORDINATE WITH CITY/COUNTY
UTILITY ENGINEERS
C
EX. WETLANDS
D
D
(FUTURE)(FUTURE)(FUTURE)(FUTURE)FUTURE MANHOLE
AND PIPE SHOWN
FOR REFERENCE
ONLY
MANHOLE RIMS TO BE
SET @ 3' ABOVE
FINISHED GRADE
EXISTING CREEK (FUTURE)REPAVE EXISTING WALKWAY, MATERIAL TO MATCH EXISTING. CONTRACTOR TO MATCH
EXISTING ELEVATION AND GRADE. ANY DAMAGE TO EXISTING WALKWAY OUTSIDE OF
OPEN CUT LIMITS WILL BE REPAIRED TO ORIGINAL CONDITIONS AT NO ADDITIONAL COST
TO THE CITY OF DURHAM.
OPEN CUT STREAM CROSSING AND WETLAND IMPACT; PERMITS IN PROGRESS;
CONTRACTOR TO VERIFY APPROVAL OF PERMITS WITH ENGINEER AND/OR OWNER
PRIOR TO BEGINNING CONSTRUCTION.
(FUTURE MH)
E
E
PROPERTY LINE (PL)
RIGHT-OF-WAY LINE
SETBACK LINE
UTILITY EASEMENT
PROPOSED WATER LINEWWW
PROPOSED GRAVITY SEWERSSSSSS
TU TU TU PROPOSED UNDERGROUND TELECOMMUNICATIONS LINE
PROPOSED GAS LINEGGG
UGE UGE UGE PROPOSED UNDERGROUND ELECTRIC LINE
S PROPOSED SS MANHOLE
PROPOSED SS CLEANOUT
PROPOSED WATER METER
PROPOSED GATE VALVE
PROPOSED FIRE HYDRANT ASSEMBLYPROPOSED STORM DRAINAGE PIPE
LEGEND
PROPOSED BEND WITH THRUST BLOCKING
PROPOSED TEE WITH THRUST BLOCKING
WM
PROPOSED BLOW-OFF ASSEMBLY
(SEE NOTE 13)
5' MINIMUM
COVER EXIST. 4"
PVC FM
(APPROX.)(SEE NOTE 13)160.6°
143.6°
1
2
6
.
3
°
94
.
9
°
136.8
°
EX. 6
"

P
V
C
EX. 4
"

P
V
C

F
M
TBM: 13 IN. OAK
N: 799151.14636
E: 2045555.4021
EL: 363.381
DocuSign Envelope ID: D629ABDB-B7F1-480E-9B7C-1BDA5DE0F181
3/13/2019
PROJ. MGR: COPYRIGHT ©2019SEPI ENGINEERING & CONSTRUCTION, INCDRAWN BY:sepiengineering.comE N G I N E E R I N G &C O N S T R U C T I O N1025 WADE AVENUERALEIGH, NORTH CAROLINA919.789.997711020 DAVID TAYLOR DR., SUITE 115CHARLOTTE, NORTH CAROLINA704.714.48805030 NEW CENTRE DR., SUITE BWILMINGTON, NORTH CAROLINA910.523.5715LP16010Construction DrawingsRevised Per Comments03/12/2019................PROJECT:DATEISSUE:CHECKED BY:J. WESTMORELANDREVISIONS:1..NOTICE:3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sTHE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATEWAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALLEXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLEFOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURETO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THECONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BEEXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THEWORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBYSTRUCTURES, OR OF ANY OTHER PERSONS.CLIENT:Angier Development, LLC7700 Kencot CourtRaleigh, NC 27615Contact:David LazzoPH: (919) [e-mail]. SMITHJ. BEARD..ANGIER AVENUESEWER EXTENSIONCONSTRUCTIONDRAWINGS3846 Angier AvenueDurham, NCCITY OF DURHAMPUBLIC WORKS DEPARTMENTAPPROVEDENGINEERINGDATESTORMWATERDATETRANSPORTATIONDATEDATEDATEPRELIMINARY - NOT FOR CONSTRUCTION01/29/2019SEWER DETAILSC-5.1DocuSign Envelope ID: D629ABDB-B7F1-480E-9B7C-1BDA5DE0F1813/13/2019
PROJ. MGR:
COPYRIGHT ©2019
SEPI ENGINEERING & CONSTRUCTION, INC
DRAWN BY:
sepiengineering.com
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
LP16010
Construction Drawings
Revised Per Comments 03/12/2019
..
..
..
..
..
..
..
..
PROJECT:
DATE
ISSUE:
CHECKED BY:
J. WESTMORELAND
REVISIONS:
1
..
NOTICE:
3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACILITIES
BEFORE YOU DIG
R
Callbefore you dig.
below.Know what's
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.
CLIENT:
Angier Development, LLC
7700 Kencot Court
Raleigh, NC 27615
Contact:
David Lazzo
PH: [phone]
[e-mail]
L. SMITH
J. BEARD
..
ANGIER AVENUE
SEWER EXTENSION
CONSTRUCTION
DRAWINGS
3846 Angier Avenue
Durham, NC
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORMWATER DATE
TRANSPORTATION DATE
DATE
DATEPRELIMINAR
Y

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01/29/2019
SEWER DETAILS
(CONT.)
C-5.2
DocuSign Envelope ID: D629ABDB-B7F1-480E-9B7C-1BDA5DE0F181
3/13/2019