SW6200403_1356-PERMITTING PLANS_4/30/2020

SR 1006 - CLINTON ROAD - OLD NC 24SCOTTSCOTTCHRIS1356NOT TO SCALEVICINITY MAPCEDAR CREEK TOWNSHIPCITY OF FAYETTEVILLE, NORTH CAROLINACUMBERLAND COUNTYFAYETTEVILLE CLINTON ROADDOLLAR GENERALSITE DEVELOPMENT PLANSTHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDEXISTING UTILITY OWNERWATERPWC OF FAYETTEVILLE955 Old Wilmington RoadFayetteville, North Carolina 28301910-223-4370Contact: Sam Powers, PEKnow what'sbelow.before you dig.CallRSEALL-4571SEAN R.SEEVE
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FAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEDATE RELEASEDSEE SHEETSPROJECT NAMECLIENTPROJECT INFORMATIONDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020TAX ID# 0466-77-4852 &PORTION OF 0466-77-0900CLINTON RODCEDAR CREEK TOWNSHIPCITY OF FAYETTEVILLECUMBERLAND COUNTYNORTH CAROLINAINDEX OF DRAWINGSC1.0 - EXISTING CONDITIONSC2.0 - SITE/LANDSCAPE PLANC3.0 - GRADING AND EROSION CONTROL PLANC4.0 - UTILITY PLANC5.0 - STORM PROFILESOWNER/DEVELOPERPAR 5 DEVELOPMENT GROUP, LLC2075 Juniper Lake RoadWest End, North Carolina, 27376910-944-0881Contact: Jody Bland, PEemail: [e-mail]4D SITE SOLUTIONS, INC.409 Chicago Drive - Suite 112Fayetteville, North Carolina 28306910-426-6777Contact: Jimmy Holland, PLSemail: [e-mail] ENGINEER4D SITE SOLUTIONS, INC.409 Chicago Drive - Suite 112Fayetteville, North Carolina 28306910-426-6777Contact: Scott Brown, PEemail: [e-mail]6.0 - SITE/EROSION DETAILSC61 - SITE/EROSION DETAILSC6.2 - EROSION CONTROL DETAILSC6.3 - EROSION CONTROL DETAILSSITE
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EXISTINGCONDITIONSFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEDATE SURVEYEDC-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSURVEYED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:SEALL-4571SEAN R.SEEVE
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SR 1006 - CLINTON ROAD - OLD NC 2421VICINITY MAPNOT TO SCALEHORIZONTAL: 1"=40'I:\Par5 Development\1356-Fayetteville Clinton Rd Dollar General\CIVIL 3D\DWG\1356-DESIGN.dwg l C2.0 SITE l 4.13.2020 7:05:58 AM
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OFESSIONALC.SCOTT BROWNENGINEERSITE PLANFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-2.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020SITE135137SITE DATA4D

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127 VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Par5 Development\1356-Fayetteville Clinton Rd Dollar General\CIVIL 3D\DWG\1356-DESIGN.dwg l C3.0 G&EC l 4.13.2020 7:08:14 AM
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OFESSIONALC.SCOTT BROWNENGINEERGRADING ANDEROSIONCONTROL PLANFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-3.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020SITE1351374D

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127 VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Par5 Development\1356-Fayetteville Clinton Rd Dollar General\CIVIL 3D\DWG\1356-DESIGN.dwg l C4.0 UT l 4.13.2020 7:15:06 AM
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OFESSIONALC.SCOTT BROWNENGINEERUTILITY PLANPIN# 0466-77-4852 &PORTION OF0466-77-0900FAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-4.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020SITE135137“”“”“”4D

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STORM DRAIN -0+50 TO 2+00DI-1 TO PO-2STORM DRAIN -0+50 TO 1+00RI-3 TO FES-450' R/W (PUBLIC STREET)ROADWAY PROFILE -0+50 TO 1+50WET POND #1135134132137137136136134136134
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OFESSIONALC.SCOTT BROWNENGINEERSTORMPROFILESFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-5.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 20204D SITE SOLUTIO N S
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OFESSIONALC.SCOTT BROWNENGINEERSITE DETAILSFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-5.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020NOT TO SCALEHEAVY DUTY PAVEMENTNTSCONCRETE WHEEL STOPNTSLIGHT DUTY PAVEMENTNTSHANDICAP SIGNAGE AND PAVEMENT MARKINGSNTS6" DUMPSTER BOLLARDNTSDUMPSTER PADNTSTREE PLANTINGNTSTURN DOWN SIDEWALKNTSCONCRETE PAVEMENT SECTIONNTSSHRUB PLANTINGNTS1110ANTI-SEEP COLLARNTS11HANDICAP RAMPNTS12PAVEMENTPAVEMENT1:12 MAX.10'-0"9'-0"MIN.8'-0"MIN.4'-0"MIN.8'-0"MIN.20'-0"5'-0"SLOPECONCRETESIDEWALKACCESS AISLESTANDARDPARKING SPACESTRIPINGBOLLARD,PAINTED YELLOW,WITH ACCESSIBLEPARKING SIGN1:10 MAXSLOPEBOLLARD PAINTEDYELLOW1:10 MAXSLOPEBOLLARD, PAINTEDYELLOW, WITHACCESSIBLEPARKING SIGNSLOPE CONCRETEAWAY FROMBUILDING 1/8" PERFOOTCONCRETESIDEWALK
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OFESSIONALC.SCOTT BROWNENGINEEREROSIONCONTROLDETAILSFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-6.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020NOT TO SCALEGENERAL EROSION AND SEDIMENT CONTROL NOTES1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE ANDSTRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALLBE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THEMINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTHCAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITYONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONEWEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBINGACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURESARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROLPLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREASOTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOTLIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING ORSTORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMITA SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FORREVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALLNECESSARY MEASURES AT NO SEPARATE PAYMENT. THECONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER ACOPY OF THE AMENDED PERMIT.6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANYADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENTEROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENROR THE ENGINEER.7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENTCONTROL MEASURES AT ALL TIMES DURING LAND DISTURBINGACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINALSTABILIZATION IS ACHIEVED.8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISEIMPROVED SHALL BE SODDED OR SEEDED AS INDICATED ANDSTABILIZED.9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPEDINTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TORECEIVING OUTLET.10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROLMEASURES WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT.ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THEEFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BEMADE IMMEDIATELY.11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BEREMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENTGROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THEENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BEREQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES ANDALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA.13. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE CONTRACTORSHALL RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL ANDRESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZEDIMMEDIATELY.TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)SEEDING MIXTURE:SPECIES RATE (LB./ACRE)GERMAN MILLET 40A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.SEEDING DATES:MAY 1 - AUGUST 15SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWINGEROSION OR OTHER DAMAGE.TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)SEEDING MIXTURE:SPECIES RATE (LB./ACRE)RYE (GRAIN) 120SEEDING DATES:AUGUST 15 - DECEMBER 30SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND1,000 LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IFIT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZAIN LATE OR EARLY MARCH.TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)SEEDING MIXTURE:SPECIES RATE (LB./ACRE)RYE (GRAIN) 120ANNUAL KOBE LESPEDEZA 50OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.SEEDING DATES:JANUARY 1 - MAY 1SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWINGEROSION OR OTHER DAMAGE.TEMPORARY SEEDING SPECIFICATIONSPERMANENT SEEDING SPECIFICATIONSSEEDING SPECIFICATIONSSEEDING MIXTURES:SPECIES RATE (LBS./ACRE)TALL FESCUE 80PENSACOLA BAHIAGRASS 50SERICEA LESPEDEZA 30KOBE LESPEDEZA 10SEEDING NOTES:1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.NURSE PLANTS:BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).SEEDING DATES: BEST POSSIBLEEARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31SOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURALLIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BYTACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITHBLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS ORTOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.SEEDING SPECIFICATIONSSEEDING MIXTURE:SPECIES RATE (LB./ACRE)COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT²)SEEDING DATES:COASTAL PLAIN: APR. - JULYSOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONEAND 500 LB./ACRE 10-10-10 FERTILIZER.MULCH:USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OFCHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ONCHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOGDRAINAGE DEVICES.MAINTENANCE:A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.MAINTENANCEMAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD ORSEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAYREQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACHRAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT ANDCLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALLOBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTOPUBLIC ROADWAYS.CONSTRUCTION VEHICLES. AVOID STEEP GRADESAND ENTRANCES AT CURVES IN PUBLIC ROADS.CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL2-3" COURSE MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.REQUIRED FOR STAGING AND/OR BORROW AREAS ANDCONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINALCONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVELCONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS PUBLIC
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BURIED FABRIC SHALL NOT BE VISIBLE.FIRMLY TO ANCHOR THE BOTTOM OF THE SILT BACKFILL THE TRENCH AND COMPACT THE SOILEXCAVATED TRENCH AND TURNED OUTTHE BOTTOM OF THE FENCE 8" INTO THESTEP 4EXCAVATED TRENCH & TURNEDBOTTOM OF WIRE FENCE ANDFILTER FABRIC BURIED 8" INWIRE FENCE "HOG WIRE"FILTER FABRICPOSTS MAX 8' O.C.STEP 1STEP 3EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND TURNED OUT 4" IN THE TRENCH.ATTACH THE FILTER FABRIC TO THE WIRE FENCE,TRENCH UPHILL ALONG THE LINE OFPOSTS.MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8"FLOWSECTION A-ASTEEL POST DRIVEN 24" INTO GROUNDHEIGHT MAX 18"STEEL POSTSOUT 4" IN THE TRENCH4" IN THE TRENCH.NOTES:1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH ANDSHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH ANDSHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRESTAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCHEXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BEREPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BETHE SELF FASTENER ANGLE STEEL TYPE.4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEKAND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARYREPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OFTHE DEVICE SHALL BE MADE IMMEDIATELY.5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TOPROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCEPRESSURE ON THE FENCE AS NEEDED.5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THECONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENRREPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THECONTRIBUTING DRAINAGE AREA IS STABLE.MAINTENANCE1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCEPRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTERTHE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.NTS5FAIRCLOTH SKIMMERNTS6710MAINTENANCEINSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDEADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUTTHE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.HARDWARE CLOTH & GRAVEL INLET PROTECTIONNTSCHECK DAM WITH WEIRNTSSECTION A-AMAINTENANCE1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NOCASE LESS THAN ONCE PER WEEK3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDEADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARETO AVOID UNDERMINING THE DAM DURING CLEANOUT.3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OFCLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THEHEIGHT OF THE WEIR.98DUMPSTER ENCLOSURENTSMAINTENANCEINSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OFSIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINALDIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGNDEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITHSEDIMENT CONTROLS.CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE ANDINSPECT THE EMBANKMENT FORPIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVEALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.TEMPORARY SEDIMENT BASINNTSCONSTRUCTION SPECIFICATIONS1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TOREMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THENREMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATESEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANICMATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATEVEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOWTHE BASIN AS NEEDED.2. EXCAVATE CUT-0FF TRENCH ALONG THE CENTER LINE OF THE EARTH FILLEMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASEMAKE IT LESS THAN 2 FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTOBOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKETHE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OFEXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET.MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1. COMPACTIONREQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THETRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.3. EMBANKMENT - TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ONTHE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODYVEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL. SCARIFY AREASON WHICH FILL IS TO BE PLACED BEFORE PLACING FILL. THE FILL MATERIALMUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO ABALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT ISTOO WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCHCONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREA ANDCOMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTIONHAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACHLAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVYEQUIPMENT, OR A COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENTTO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FORSETTLING.4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE AWATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEENBARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THEBARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DONOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE ASBACKFILL AROUND THE PIPE OR ANTISEEP COLLARS. PLACE THE FILL MATERIALAROUND THE PIPE SPILLWAY IN 4 INCH LAYERS, AND COMPACT IT UNDER ANDAROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENTEMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRMCONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPEHAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILLOVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTIONEQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHERSATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPECONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THEEMBANKMENT IS COMPLETE.5. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THEACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, ANDENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFULOPERATION OF THE EMERGENCY SPILLWAY.6. DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION.USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADENWATER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY.7. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THEEMBANKMENT BEFORE THE AREA IS CLEARED.8. INSTALL POROUS BAFFLES AS SPECIFIED.9. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNINGSIGNS IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND LOCALREQUIREMENTS.NOTES1. SEED AND PLACE MATITNG FOR EROSION CONTROL ON INTERIOR ANDEXTERIOR SIDESLOPES.2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICESTANDARD 6.65.3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTOEMBANKMENT 1 FT. FROM BOTTOM OF BASIN.4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THESKIMMER AND COUPLING.
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OFESSIONALC.SCOTT BROWNENGINEERSITE DETAILSFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-6.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020NOT TO SCALEHEAVY DUTY PAVEMENTNTSCONCRETE WHEEL STOPNTSLIGHT DUTY PAVEMENTNTSHANDICAP SIGNAGE AND PAVEMENT MARKINGSNTS6" DUMPSTER BOLLARDNTSDUMPSTER PADNTSTREE PLANTINGNTSTURN DOWN SIDEWALKNTSCONCRETE PAVEMENT SECTIONNTSSHRUB PLANTINGNTS10ANTI-SEEP COLLARNTS11HANDICAP RAMPNTS12PAVEMENTPAVEMENT1:12 MAX.10'-0"9'-0"MIN.8'-0"MIN.4'-0"MIN.8'-0"MIN.20'-0"5'-0"SLOPECONCRETESIDEWALKACCESS AISLESTANDARDPARKING SPACESTRIPINGBOLLARD,PAINTED YELLOW,WITH ACCESSIBLEPARKING SIGN1:10 MAXSLOPEBOLLARD PAINTEDYELLOW1:10 MAXSLOPEBOLLARD, PAINTEDYELLOW, WITHACCESSIBLEPARKING SIGNSLOPE CONCRETEAWAY FROMBUILDING 1/8" PERFOOTCONCRETESIDEWALK
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OFESSIONALC.SCOTT BROWNENGINEERSTORM, EROSIONCONTROL &WATER DETAILSFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-6.2SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020NOT TO SCALE79MAINTENANCE:INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVESEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETSAND MAKE TIMELY REPAIRS AS NEEDED.TEMPORARY DIVERSION KEY NOTES:1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE FOR LESS THAN 30 DAYS.TEMPORARY DIVERSION BERMNTSTYPICAL RIP RAP APRONNTSSECTION A-APLANROCK PIPE INLET PROTECTIONNTSF
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#57 WASHED STONE1' THICK X 3' HIGH MIN.CLASS 1 RIP RAP HEADWALLCLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW)CONSTRUCTION SPECIFICATIONS:1. CLEAR THE AREA OF ALL DEBRIS.2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUNDTHE PIPE INLET.3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BEPLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THEOUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILLDEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,AND STABILIZE WITH GROUND COVER.SEDIMENTSTORAGEFLOODSTORAGEZONEPIPE INVERTRIP RAP HEADWALLNATURAL GROUNDFILTER FABRICMAX. SEDIMENT DEPTH(CLEAN OUT POINT)#57WASHEDSTONECLASS 1 RIP-RAPSECTION THRU BASIN, FILTER, & CULVERT PIPENOT TO SCALESEDIMENT STORAGE AREAPERSPECTIVE VIEWNOT TO SCALEFLOWFLOWMAINTENANCE:INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTEREACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIRIMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENTSTORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HASACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THESEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA ANDREPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROMTHE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.GROUND STABILIZATION CHARTNTSNTSVEGETATED SHELF PLANTING DETAILANTI-SEEP COLLARNTSEMERGENCY SPILLWAYNTS1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENTOF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXITCHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THEEMERGENCY SPILLWAY.2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IFAPPROVED BY THE DESIGN ENGINEER.3. MAX SIDE SLOPES ARE 3:1FLARED END SECTIONNTSTRASH RACKNTSSTORM BASIN RISER WITH ORIFICE DETAILNTS12810W3-SPLIT-WLAT.dwg 1" SPLIT WATER SERVICE LATERAL1 07/062 07/13 ADDED NOTE RE: TRACER WIREN.T.S.ADDED FRONT VIEW AND MOVEDNOTES TO SHEET 2PUBLIC WORKS COMMISSIONFAYETTEVILLE, N.C.FAYETTEVILLEDATE: JAN. 01, 2020REVISIONW.3DATENO.APPROVED BY J.E.G.DWG. BY FAYPWCDWG. NO.1 OF 2SHEET NO.AA1"1"FINISHED GRADE3'-6" MIN.EQ.EQ.10" MAX.18"VARIES8" MIN.1"1"WATER RESOURCESENGINEERING DEPARTMENTTRACER WIRE(DO NOT CONNECT TOCORPORATION OR BANDS)12 GA SINGLE STRANDCOATED COPPER WIRE ORCOPPER CLAD STEELTRACING WIRE EXTENDEDINTO METER BOX 6" ANDWRAPPED AROUND LOCKVALVE.OF BOXBOTTOMCONC. CURB & GUTTERPAVEMENTBRICK BACKFILLMETER BOXBRICK METER BOX BASE1" FULL PORT ANGLE BALL VALVEWITH ONE OR TWO STEP STYLECOMPRESSION FOR IPS PE INLETAND FEMALE METER THREADSWIVEL NUT WITH LOCK. ALLINSERTS SHALL BE STAINLESSSTEEL.1"x7-1/2" SPACER FOR DOMESTIC SERVICE,1"x10-3/4" SPACER FOR IRRIGATIONSERVICE, SPACER SHALL BE FURNISHED BYPWC.BALL CORPORATION STOPWITH AWWA INLETS, ONEOR TWO STEP STYLECOMPRESSION FOR IPS PE,WITH STAINLESS STEELINSERTS.12" METER COUPLING WITH 3/4" FEMALETHREAD METER SWIVEL NUT x 3/4" MIPT.(NOTE: USE 1" FOR IRRIGATION SERVICE)DOMESTIC METERIRRIGATION METER1" FULL PORT ANGLEBALL VALVE1" BRASS ELBOW INSERTCONNECTION1" IPS POLYETHYLENEPIPE1"x1"x1" BRASS TEEINSERT CONNECTION1" FULL PORT ANGLEBALL VALVE1" CC SINGLESTAINLESS STEELSTRAP SADDLE2" SOLID BRICKMETER BOX BASEMETER BOX WITHRECESSED AMR READINGLID SET 1/4" ABOVE GRADE1" IPS POLYETHYLENEPIPE PE 4710, 250 PSISIDR7 ASTM D2737ASTM D3350-445574ER/W ORPROPERTY LINEFRONT INSET "A"SECTION "A-A"1"x1"x1" BRASS TEEINSERT CONNECTION1" CC SINGLESTAINLESS STEELSTRAP SADDLEWATERMAINBRICK METER BOX BASESEE INSET "A"DATE: JAN. 01, 2020W3B SPLIT WLAT notes.dwgW.3B 1" SPLIT WATER SERVICE LATERAL NOTESENGINEERING DEPARTMENTWATER RESOURCESDATENO.APPROVED BY: J.E.G.DWG. BY: FAYPWCDWG. NO.2 OF 2SHEET NO.REVISION2 02/16 UPDATED NOTESNOTES:1.ALL MATERIALS TO BE APPROVED BY FAYPWC.2.SERVICE LATERAL SIZE 1" IPS POLYETHYLENE UNLESS OTHERWISESPECIFIED.3.SERVICE LATERAL INSTALLATION SHALL BE APPROVED BYFAYPWC.4.WATER SERVICE LOCK VALVE TO BE LOCATED 18" FROM SANITARYSEWER CLEANOUT STACK WHEN INSTALLED IN SAME DITCH.5.WHEN INSTALLED IN A PAVED AREA, METER BOX TO BE SET 1/4"ABOVE FINISHED PAVEMENT GRADES AND PAVEMENT FEATHEREDTO TOP OF BOX TO PROVIDE DRAINAGE AWAY FROM BOX.6.COMPOSITE METER BOXES SHALL BE USED IN TRAFFIC AREAS (SEEFAYPWC DETAIL W.4B).7.INSTALL SOLID CONCRETE BRICK BASE WITH NO GAPS, DO NOTLAY BRICK ON PIPE. SEE INSET "A".8.WHERE ASPHALT CURB OR STRIP PAVEMENT EXISTS, THELOCATION OF THE METER BOX SHALL BE AS DIRECTED BY FAYPWCREPRESENTATIVE.9.THE DISTANCE FROM TOP OF LOCK VALVE OPERATING STEM TOTOP OF BOX SHALL BE 8" MINIMUM TO 10" MAXIMUM.10.RESIDENTIAL METER BOX SHALL BE SET 18" FROM RIGHT-OF-WAYTO CENTERLINE OF METER BOX PERPENDICULAR TO THERIGHT-OF-WAY.11.COMMERCIAL METER BOX LOCATION SHALL BE AS APPROVED. (NOMETER TO BE INSTALLED LESS THAN 5' FROM BUILDING TO EDGEOF BOX).12.LATERAL SHALL BE CENTERED ON LOT UNLESS OTHERWISEAPPROVED BY FAYPWC.13.LATERAL SHALL NOT BE BACK FILLED UNTIL INSPECTED BYFAYPWC PROJECT COORDINATOR.14.WATER MAIN AND LATERAL SHALL PASS HYDROSTATIC (200PSI)AND STERILIZATION TESTS.15.SHOULD IT BE NECESSARY TO CRIMP THE WATER SERVICELATERAL, A FULL CIRCLE REPAIR CLAMP SHALL BE PLACED ON THECRIMPED AREA.1 07/06ADDED FRONT VIEW AND MOVEDNOTES TO SHEET 2PUBLIC WORKS COMMISSIONFAYETTEVILLE, N.C.FAYETTEVILLEWATER METERSOLID LID11-3/16"16-7/16"15-7/16"10-3/16"1"1-3/8"SIDE VIEWTOP VIEWUNDERSIDE3-3/4"ø4-1/2" x 5/8" DEEP RECESS WITH 1.9 x 2.6 SLOTSECTION A-AAA1/2"1/2"W4-1IN-METERBOX.dwgDATE: JAN. 01, 20201-INCH METER BOX LIDAPPROVED BY: J.E.G.2 OF 2W.4REVISIONDATENO.DWG. NO.SHEET NO.DWG. BY: FAYPWCENGINEERING DEPARTMENTWATER RESOURCES1 07/07 REVISED LID2 01/15 REVISED LID1 03/10 CHANGED BOX AND LID DIMENSIONSN.T.S.PUBLIC WORKS COMMISSIONFAYETTEVILLE, N.C.FAYETTEVILLEELEVATION VIEWBOTTOM VIEWTOP VIEWPLANELEVATION ELEVATIONW4-1IN-METERBOX.dwg21-13/16"16-9/16"12"17-9/16"12-5/16"ABABDATE: JAN. 01, 2020SHEET NO.1 OF 2DWG. NO.DWG. BY: FAYPWCAPPROVED BY: J.E.G.NO.DATEREVISIONWATER RESOURCESENGINEERING DEPARTMENT1-INCH METER BOX DETAILSW.41 03/10 CHANGED BOX DIMENSIONSN.T.S.PUBLIC WORKS COMMISSIONFAYETTEVILLE, N.C.FAYETTEVILLENOTES:1.ALL MATERIALS SHALL BE APPROVEDBY FAYPWC. SEE DRAWING W.4 SHEET2 OF 2 FOR METER BOX LID DETAIL.2.METER BOX SHALL NOT BE LOCATEDWHERE H-20 LOADINGS CAN IMPACTBOX OR COVER.3.FOR 1" WATER LATERAL INSTALLATIONSEE FAYPWC DETAIL W.24.DIMENSION'S ± 1/16 U.N.O.DATE: JAN. 01, 2020WATER MAIN
W21-STANDARD-TAPS.dwgW.21STANDARD TAPSSHEET NO.1 OF 1DWG. NO.DWG. BY: FAYPWCAPPROVED BY: J.E.G.NO.DATEREVISIONWATER RESOURCESENGINEERING DEPARTMENT2" FIRE LINEBLDGBLDGWATER MAIN
GATE VALVEN.T.S.FOR GREATER THAN TWO (2) INCHFIRE LINES AND DOMESTICSERVICE_ x_ TAPPING SLEEVE AND VALVEOR x TEE WITH GATE VALVEFOR TWO (2) INCH FIRELINES AND DOMESTICSERVICEDOMESTIC SERVICECONNECTION. (SEEAPPLICABLE DETAIL)WATERMETERBACKFLOW_ x2" TAPPING SADDLEWITH 2" BALL VALVENOTES:1.DOMESTIC BACKFLOW MAY BE LOCATEDINSIDE THE BUILDING.2.THE FIRE LINE SHALL HAVE ABACKFLOW DEVICE WITHIN 100 FEET OFTHE MAIN.3.REFER TO THE CROSS CONNECTIONCONTROL ORDINANCE FOR ADDITIONALINFORMATION ON BACKFLOWREQUIREMENTS.4.REFER TO APPROPRIATE METER BOXDETAIL FOR ADDITIONAL INFORMATION.5.IF THE FIRE LINE HAS A DOMESTIC ORIRRIGATION SERVICE, BOTH THE FIRELINE AND SERVICE SHALL BE TESTEDAND DISINFECTED, REGARDLESS OFTHE LENGTH.6.IF THE FIRE LINE DOES NOT HAVE ANYSERVICES CONNECTED TO IT,DISINFECTION IS ONLY REQUIRED IF THETOTAL LENGTH OF THE FIRE LINE ISGREATER THAN 20 LINEAR FEET (i.e.,ONE (1) FULL JOINT OF PIPE.)7.IF THE FIRE LINE IS GREATER THAN 20LINEAR FEET, THEN IT SHALL BEPRESSURE TESTED.8.ALL TESTING AND DISINFECTION SHALLBE DONE IN ACCORDANCE WITHFAYPWC REQUIREMENTS.PUBLIC WORKS COMMISSIONFAYETTEVILLE, N.C.FAYETTEVILLEDOMESTIC SERVICECONNECTION. (SEEAPPLICABLE DETAIL)EASEMENT
OR R-O-W
FIRELINE1 10/17 ADDED NOTES 4, 5, 6, 7, 8.
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OFESSIONALC.SCOTT BROWNENGINEEREROSIONCONTROLDETAILSFAYETTEVILLECLINTONROAD DOLLARGENERALPAR 5DEVELOPMENTGROUP, LLC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:[phone]REVISIONSDRAWING SCALEC-6.3SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1356DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 10, 2020NOT TO SCALE