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HomeMy WebLinkAboutDG_Ray Rd_revised site planSCOTTSCOTTCHRIS1644NOT TO SCALEVICINITY MAPTHE 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.CallRSEALL-4571SEAN R.SEEV E R NO R TH CAROLINAPR OFESSIONALLAND SURVE YOR SEAL027452NO R TH CAROLINAPR OFESSIONALC.SCOTT BROW NENGINEER I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l 00 CS l 4.22.2021 12:21:19 PM SPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEDATE RELEASEDSEE SHEETSPROJECT NAMECLIENTPROJECT INFORMATIONDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021TAX ID# 0505-48-7310.000RAY ROADANDERSON CREEKTOWNSHIPNEAR SPRING LAKEHARNETT COUNTYNORTH CAROLINASPRING LAKE RAY ROADDOLLAR GENERALSITE DEVELOPMENT PLANSOWNER/DEVELOPERRHETSON COMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina, 27376910-944-0881Contact: JOHN PARKERemail: john@rhetson.comSURVEYOR4D SITE SOLUTIONS, INC.409 Chicago Drive - Suite 112Fayetteville, North Carolina 28306910-426-6777Contact: Jimmy Holland, PLSemail: jholland@4dsitesolutions.comCIVIL ENGINEER4D SITE SOLUTIONS, INC.409 Chicago Drive - Suite 112Fayetteville, North Carolina 28306910-426-6777Contact: Scott Brown, PEemail: sbrown@4dsitesolutions.comANDERSON CREEK TOWNSHIPNEAR SPRING LAKE, NORTH CAROLINAHARNETT COUNTYINDEX OF DRAWINGSG1.0 - UTILITY NOTESC1.0 - EXISTING CONDITIONSC2.0 - SITE PLANC3.0 - GRADING AND EROSION CONTROL PLANC3.1 - DETAILED GRADING PLANC4.0 - UTILITY PLANC5.0 - 5.2 PROFILESC6.0 - SITE DETAILSC6.1 - SITE & EROSION DETAILSC6.2 - EROSION CONTROL DETAILSC6.3 - WATER & EROSION DETAILSC6.4 - STORM DETAILSSITEEXISTING UTILITY OWNERWATERHARNETT REGIONAL WATER700 McKinney ParkwayLillington, North Carolina 27546910-893-7575Contact: Shane Cummings, PE SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEER I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l 01 G1.0 NOTES l 4.22.2021 12:24:30 PM UTILITY NOTESSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEG-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDSEE SHEETSDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 20211.”2.”3.”“”“”“””””¾”””””””””””””¾”””””“”””” 32702 7 5 27827928028 1 282283284285283281278277276275274273271271273274275276277278283 2842 7 9 280279 27 8 27 7 27 6 27 5 2 7 4 2 7 3 2 7 2 2712692682702752702 7 0 2712732752802802802792822812832852792772802 7 2 28027 0 2 7 5 2 7 4 2 73 272 269 268 276271VICINITY MAPNOT TO SCALEI:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C1.0 EX COND l 4.22.2021 12:58:30 PM EXISTINGCONDITIONSSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEDATE SURVEYEDC-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSURVEYED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:SEALL-4571SEAN R.SEEVE R NO R TH CAROLINAPR O FESSIONALLAND SURVE YOR SITEHORIZONTAL: 1"=40'CLIFFSEANJIMMY1644JULY 9, 202022APRIL22APRILSEALL-4571SEAN R.SEEVER NORTH CAROLINAPROFESSIONALLAND SURVEYOR 4D S I TE SOLUTIONSNC GRID NAD 83 (2011)280274 3VICINITY MAPNOT TO SCALEHORIZONTAL: 1"=50'I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C2.0 SITE l 4.22.2021 12:23:12 PM SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERSITE/LANDSCAPEPLANSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-2.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021SITE4D S I TE SOLUTIONSNC GRID NAD 83 (2011)SITE DATA280274PAVEMENT WIDENING SECTIONNTS 32702 7 5 27827928028 1 282283284285283281278277276275274273271271273274275276277278283 2842 7 9 280279 27 8 27 7 27 6 27 5 2 7 4 2 7 3 2 7 2 2712692682702752702 7 0 2712732752802802802792822812832852792772802 7 2 28027 0 2 7 5 2 7 4 2 73 272 269 268 27627127 8 277277 2762782782 7 8 2782772762782772692792742722712 7 1 2 7 4274271265 2652702712742742 6 9 2 7 4272271 2702 72 2 7 4275277 279275277278282283282281280278276274272269269271273272SDVICINITY 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\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C3.0 G&EC l 4.22.2021 12:25:07 PM HORIZONTAL: 1"=50'SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERGRADING ANDEROSIONCONTROL PLANSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-3.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021SITE4D SI TE SOLUTIONSNC GRID NAD 83 (2011)280274 SR1117 (NURSERY ROAD)SR1121 (RAY ROAD)27027527827928028 1 278277276275274273271283 2 7 9 280279 27 8 27 7 27 6 2 75 2 7 4 2 7 3 2 7 2 2712692682702802802 8 0279 2822812772802 7 2 28027 0 2 7 5 2 7 4 2 7 3 27 2 269 268 27627127 8 277277 2762782782 7 8 2782772762782772692792742722712 7 1 2 7 4274271265 2652702712742742 6 9 2 7 4272271 2702 7 2 27 4275277 279275277278278276274272269SDVICINITY 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\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C3.1 G&EC l 4.22.2021 12:57:39 PM HORIZONTAL: 1"=20'SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERDETAILEDGRADING PLANSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-3.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021SITE4D S I TE SOLUTIONSNC GRID NAD 83 (2011)280274 32702 7 5 27827928028 1 282283284285283281278277276275274273271271273274275276277278283 2842 7 9 280279 27 8 27 7 27 6 27 5 2 7 4 2 7 3 2 7 2 2712692682702752702 7 0 2712732752802802802792822812832852792772802 7 2 28027 0 2 7 5 2 7 4 2 73 272 269 268 27627127 8 277277 2762782782 7 8 2782772762782772692792742722712 7 1 2 7 4274271265 2652702712742742 6 9 2 7 4272271 2702 72 2 7 4275277 279275277278282283282281280278276274272269269271273272SDVICINITY 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\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C4.0 UT l 4.22.2021 12:14:17 PM HORIZONTAL: 1"=50'SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERUTILITY PLANSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-4.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021SITE4D SI TE SOLUTIONSNC GRID NAD 83 (2011)280274 WATER MAIN -0+50 TO 8+50WATER LINE RELOCATION3 270282283 284283281 278 277 276 275 274 273 27127127327427528427928 0 279278277276275274273272271 2 6 9 268 27027 0 270271273280 280282281 283 279272280 268277277276278 278269274272 274 279275277278282283282281280278276274272269269271273272I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C5.0 PRO l 4.22.2021 12:20:02 PM HORIZONTAL: 1"=50'VERTICAL: 1"=5'SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERWATER PROFILESPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-5.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 20214 D S ITE SOLUTIONSNC GRID NAD 83 (2011) STORM DRAIN -0+50 TO 2+00DI-1 TO FES-3STORM DRAIN -0+25 TO 0+75RI-4 TO FES-52722692 6 8 276274271274274270275272275274273276278277 277 276277 2 7 6 274272271271265265275277SDI:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C5.1 PRO l 4.22.2021 12:20:18 PM HORIZONTAL: 1"=20'VERTICAL: 1"=2'SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERSTORMPROFILESSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-5.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 20214 D SITE SOLUTIONSNC G R I D N A D 8 3 ( 2 0 1 1 )4D SITE SO L UT IONS NC GRID NAD 83 (2011) STORM DRAIN -0+50 TO 2+00WET POND #127 0 2 7 5 27 4 2 73 2 7 2 269 2762712772762742722712 7 1 2 7 4274271265 2652702712742742 6 9 2 7 4 275SDI:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C5.2 PRO l 4.22.2021 12:20:28 PM HORIZONTAL: 1"=20'VERTICAL: 1"=2'SEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERSTORMPROFILESSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-5.2SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 20214D SITE SOLUTIONSNC GRID NAD 83 (2011) I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C6.0 DETAILS l 4.22.2021 12:23:21 PM NOT TO SCALESEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERSITE DETAILSSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-6.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021159623487HEAVY 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 I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C6.1 DETAILS l 4.22.2021 12:23:32 PM NOT TO SCALESEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERSITE & EROSIONCONTROLDETAILSSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-6.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 20211234GENERAL 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 PUBL IC ROAD6" MIN. THICKNESSACCEPTANCE.1 2 ' m i n .50' min.6"AGGREGATE SIZE - USE 2-3 INCH WASHED STONEWIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESSPOINTS OF THE VEHICULAR ENTRANCE AND EXIT LOCATION - LOCATE CONSTRUCTION ENTRANCES ANDEXITS TO LIMIT SEDIMENT FROM LEAVING THE SITEAND TO PROVIDE FOR MAXIMUM UTILITY BY ALLGRAVEL CONSTRUCTION ENTRANCEDIMENSION OF GRAVEL PADTHICKNESS - 6 INCHES MINIMUMAREA, WHICHEVER IS GREATERLENGTH - 50 FT. MINIMUM.WITH 20 FOOT RADIUS AT EXISTINGIN LENGTH AND 12 FEET IN WIDTHGRAVEL ENTRANCE SHALL BE 50 FEETDESIGN CRITERIAFILTER FABRICROADWAY36'-0" MIN2-3" WASHED STONE4'-0"10'-0"AGGREGATETEMPORARY GRAVEL CONSTRUCTION ENTRANCENTSSILT FENCEAA #9 WIRE STAPLES 1-1/2" LONGMIN. 12-1/2 GA.LINE WIRES MIN. 12-1/2 GASTAY WIRES MIN. 10 GA. WIRETOP & BOTTOM STRAND ATTACH WIRE FENCE TO POSTS AND EXTENDDRIVE STEEL POSTS 18" INTO THE GROUNDSTEP 2FENCE. 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. I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C6.2 DETAILS l 4.22.2021 12:23:43 PM NOT TO SCALESEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEEREROSIONCONTROLDETAILSSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-6.2SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021563479MAINTENANCE: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 PROTECTIONNTSFL O W FLOWFLOW #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 DETAILNTS1210GABION BAFFLEGABION SPECIFICATIONSMATERIALGABIONS SHALL BE MADE OF WELDED STEEL WIRE MESH OF ANOMINAL SIZE OF 3” X 3”. THE WELDED STEEL WIRE SHALL BE PVCCOATED IN ALL APPLICATIONS PERTAINING TO THE GABION.DIMENSIONSGABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS. THELENGTH SHALL BE IN MULTIPLESOF THE WIDTH. THE WIDTH SHALL NOT BE LESS THAN 3'. DIMENSIONSFOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATIONAND PURPOSE. IF THE LENGTH IS INCREASED BY A MULTIPLE OF THEWIDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTOITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET.FABRICATIONGABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE, SIDES,LIDS, ENDS, AND DIAPHRAGMS CAN BE ASSEMBLED AT THECONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIEDSIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH ANDWIRE SPECIFICATIONS AS THE BODY. THE WELD SHEAR STRENGTHSHALL COMPLY WITH ASTM A-185-90A. WHERE THE LENGTH OF THEGABION EXCEEDS ITS WIDTH, THE GABION SHALL BE DIVIDED BYDIAPHRAGMS INTO CELLS OF EQUAL LENGTH. THE WIRE MESH SHALLBE MADE OF GALVANIZED STEEL WIRE HAVING A MINIMUM DIAMETEROF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABION AND INTHE WIRING OPERATIONS SHALL CONFORM TO US FEDERALSPECIFICATION QQ-W-461H AND POSSESS A SOFT TENSILE STRENGTHWITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTMA-641. PREFORMED STEEL WIRE SPIRAL BINDERS WITH A 3” PITCH AREUSED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALLMEET THE SAME SPECIFICATION AS THE WIRE USED IN THE MESH.AFTER ASSEMBLY, THE INDIVIDUAL GABION UNITS AREINTERCONNECTED USING THE SAME WIRE AND THE CONNECTIONSHOULD BE MADE NO LESS THAN EVERY 6” ALONG THE PERIMETER.THEY SHOULD THEN FILLED WITH CLEAN, HARD STONE FROM 4” - 8”INDIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOPEDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OFEXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOTPERMITTED.IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEETCLOSELY WITHOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINTAT ALL PANELS AND DIAPHRAGMS.NTSGABION INSPECTION AND MAINTENANCEGABIONS REQUIRE LITTLE MAINTENANCE. GABIONS CAN REMAIN ASPERMANENT STRUCTURES AFTER CONSTRUCTION PHASES ARECOMPLETE.·INSPECT REGULARLY AND AFTER STORM EVENTS·INSPECT FOR UNDERCUTTING AND OTHER SIGNS OF STABILITY·INSPECT WIRE BASKETS AND MATTRESSES FOR SIGNS OFDEGRADATION, RUST AND BREAKAGE.·REPAIR OR REPLACE IMMEDIATELY TO MAINTAIN ENGINEEREDPERFORMANCE STANDARDS.11EROSION CONTROL BLANKET INSTALLATIONNTSMAINTENANCE:1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKETSHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BEREINSTALLED.1.6.7.2.5.4.8.3.0.7 STAPLES PER SQ. YD.(0.8 STAPLES PER SQ. M)1.3 STAPLES PER SQ. YD.(1.5 STAPLES PER SQ. M)3.6 STAPLES PER SQ. YD.(4.3 STAPLES PER SQ. M)(4.1 STAPLES PER SQ. M)3.4 STAPLES PER SQ. YD.4.00' [1.22M]4.00' [1.22M]2.00' [0.61M]8.00' [2.44M]4.00' [1.22M]3.00' [0.91M]3.00' [0.91M]1.50' [0.46M]2.00' [0.61M]4.00' [1.22M]2.00' [0.61M]2.00' [0.61M]4.00' [1.22M]1.00' [0.30M]2.00' [0.61M]1.50' [0.46M]3.00' [0.91M]1.50' [0.46M]2.00' [0.61M]4.00' [1.22M]4.00' [1.22M]STAPLE PATTERN FOR 4' ROLLSNTSSILT FENCE OUTLETNTSSECTION VIEWMAINTENANCE NOTES:1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDEADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCEPRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOIDUNDERMINING THE FENCE DURING CLEANOUT. REMOVE &REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITHSEDIMENT.2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENTDEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE ITAFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZED.FRONT VIEWNOTES:1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER.3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC.8121314 I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C6.3 DETAILS l 4.22.2021 12:23:54 PM NOT TO SCALESEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERWATER &EROSIONCONTROLDETAILSSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-6.3SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021TYPICAL LAYING CONDITIONSNTSVALVE BOX26"x20" RECTANGULAR19"12.026"3 1/2"20"13"ABAELEVATION ISOMETRICPLANSHOWN WITH EXTENSTION20"14"21 1/2"6 3/4"22 3/4"METER BOX DETAIL FOR 1" SERVICENTSABS PLASTICTYPICAL WATER SERVICE CONNECTIONNTSTYPICAL 1" METER BOX INSTALLATIONNTS I:\Par5 Development\1644-Spring Lake Ray Rd Dollar General\CIVIL 3D\DWG\1644-DESIGN-SUR.dwg l C6.4 DETAILS l 4.22.2021 12:24:06 PM NOT TO SCALESEAL027452NO R TH CAROLINAPR O FESSIONALC.SCOTT BROWNENGINEERSTORM DETAILSSPRING LAKERAY ROADDOLLARGENERALRHETSONCOMPANIES, INC2075 Juniper Lake RoadWest End, North Carolina 27376Phone:(910) 944-0881REVISIONSDRAWING SCALEC-6.4SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1644DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 22, 2021840.14SHEET 1 OF 1CONCRETE DROP INLET ENGLISH STANDARD DRAWING FOR 12" THRU 30" PIPE CONCRETE DROP INLETENGLISH STANDARD DRAWING FOR12" THRU 30" PIPE840.14SHEET 1 OF 11-121-12CONCRETE DROP INLETUSE CLASS "B" CONCRETE THROUGHOUT.PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT12" CENTERS AS DIRECTED BY THE ENGINEER.USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABAS SHOWN ON STD. NO. 840.00.CONSTRUCT WITH PIPE CROWNS MATCHING.SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATE NOT SHOWN.INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN APOROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.CHAMFER ALL EXPOSED CORNERS 1".DRAWING NOT TO SCALE.GENERAL NOTES:XXYY2" WEEP HOLESPLANWITH GRATE & FRAME REMOVEDSECTION X-XSECTION Y-YDOWEL#4 BAR6"12"BRICK COPING (INCIDENTAL)TOP ELEVATIONSTD. 540.16 FRAME& GRATEA6"6"4"DOWEL (SEE NOTE)3"6"6"HSEE NOTEMAX PIPE THIS SIDE - 18"6"B6"6"H 4"12"15"18"24"30"3'-0"2'-0"3'-0"2'-0"2'-0"2'-3"2'-6"3'-0"2'-6"0.2220.2220.2220.2220.5920.6480.7030.8140.9250.0920.0590.0330.0230.0150.0260.0360.0490.0850.127DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)PIPESPANWIDTHMIN. HEIGHTDIMENSIONS OF BOX & PIPECUBIC YARDSCONC. IN BOXDEDUCTIONS FORONE PIPEDABHBOTTOMSLABWALL PERFT. HT.TOTALCONCRETEFOR MINIMUMHEIGHT, HC.M.R.C.STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYSRALEIGH, N.C.NTS840.15SHEET 1 OF 1BRICK DROP INLET ENGLISH STANDARD DRAWING FOR 12" THRU 30" PIPE BRICK DROP INLETENGLISH STANDARD DRAWING FOR12" THRU 30" PIPE840.15SHEET 1 OF 11-121-12BRICK DROP INLETMORTAR JOINTS 1/2" ± 1/8" THICK.USE CLASS "B" CONCRETE THROUGHOUT.USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.USE #4 BAR DOWELS AT 12" CENTERS.DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTSOF SECTION 840 OF THE STANDARD SPECIFICATIONS.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABAS SHOWN ON STD. NO. 840.00.FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.CONSTRUCT WITH PIPE CROWNS MATCHING.SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC.CHAMFER ALL EXPOSED CORNERS 1".DRAWING NO TO SCALE.GENERAL NOTES:12"15"18"24"30"3'-0"2'-0"3'-0"2'-0"2'-0"2'-3"2'-6"3'-0"2'-6"0.2680.3130.0320.0470.0650.1130.1700.9910.8350.6780.6000.5220.0200.0310.0440.0780.122DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)PIPESPANWIDTHMIN. HEIGHTDIMENSIONS OF BOX & PIPECUBIC YARDSCONCRETEDEDUCTIONS FORONE PIPEDABHCUBIC YARDSBRICK MASONRYTOTAL BRICKMASONRY FORMIN. HEIGHT, HWALL PERFOOT HT.BOTTOMSLABC.S.R.C.DOWEL#4 BAR6"12"0.2680.3130.2680.3130.2680.3130.2680.313SECTION X-XSECTION Y-YA8"8"4"SEE NOTE3"6"H MAX PIPE THIS SIDE - 18"8"B8"6"H 4"XXYYPLANWITH COPING REMOVEDBRICK COPING (INCIDENTAL)TOP ELEVATIONSTD. 540.16FRAME & GRATESTATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS RALEIGH, N.C.NTS840.16SHEET 1 OF 1DROP INLET FRAME AND GRATESENGLISH STANDARD DRAWING FORFOR USE WITH STD. DWG.S 840.14 AND840.15840.16SHEET 1 OF 11-121-12DROP INLET FRAME AND GRATEDROP INLET FRAME AND GRATES ENGLISH STANDARD DRAWING FOR FOR USE WITH STD. DWG.S 840.14 AND840.15 1'- 7 5/8"1'- 7 5/8"1" DEPRESSION2"SECTION G-GSECTION H-H2'- 3 1/4"2"1 3/16"GH2'-3 1/4"1 15/32"1 15/32"1 5/8"1 1/2"1 1/2"1 5/8"HG1'-4 1/2"1'-4 1/2"1'-7 5/8"1'-7 5/8"3'-6"2'-6"FEFEPLAN OF GRATINGCAST IRONPLAN OF FRAMECAST IRONSECTION E-ESECTION F-F3'- 3 3/4"3/4"3/4"3'- 2"3'- 1 3/4"3'- 6"1/8"1"1/8"1/8"1/8"1"2 1/8"2"2"4"3/4"1/8"1"1/8"2 1/8"3/4"1/8"1/8"1"2" 2" 4"2'- 2"2'- 1 3/4"2'- 6"2'- 3 3/4"STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYSRALEIGH, N.C.NTS840.54SHEET 1 OF 1MANHOLE FRAME AND COVER ENGLISH STANDARD DRAWING FORMANHOLE FRAME AND COVERENGLISH STANDARD DRAWING FOR840.54SHEET 1 OF 11-121-12MANHOLE FRAME AND COVERB2 1/8"SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLEIF SPECIFIED.STATE USE OF SYSTEM ON COVER(I.E.: SEWER, STORM DRAIN, ELECTRICAL)1/2" R.AA1/2"60° T Y P .BTOP OF COVERBOTTOM OF COVER1/2"1" R.PLAN OF FRAMEPLAN OF COVER3/4"1 1/2"2'-1 1/4"1'-11 3/4"1'-10 7/8"1"2'-0 1/2"2'-9 1/4"7 1/2" 4 3/4" 1/2"4 3/8"SECTION B-BSECTION A-ATYPE #1ALTERNATEMINIMUM WEIGHTS - LBS.FRAME - 180COVER - 120TOTAL - 300TYPE #21'-10 5/8"1'-11 1/2"3/8" 3"1/2"3 3/4"4 3/4"1/2"1"STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS RALEIGH, N.C.NTS840.31SHEET 1 OF 1CONCRETE JUNCTION BOX ENGLISH STANDARD DRAWING FOR 12" THRU 66" PIPE CONCRETE JUNCTION BOXENGLISH STANDARD DRAWING FOR(WITH OPTIONAL MANHOLE)840.31SHEET 1 OF 1STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.1-12STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYSRALEIGH, N.C. 1-12CONCRETE JUNCTION BOXHBADWIDTHSPANPIPEHEIGHT12"15"18"24"30"36"42"48"54"0.8650.7430.5600.4630.3750.1670.1960.2270.296DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXESR.C.C.S.60"66"1.0421.21012"12"14"16"18"20"22"26"28"30"32"0.8650.7430.5600.4630.3750.1670.1960.2270.2961.0421.2102'-0"2'-3"2'-6"3'-0"3'-6"4'-0"4'-6"5'-4"5'-10"6'-6"7'-1"2'-0"2'-3"2'-6"3'-0"3'-6"4'-0"4'-6"5'-4"5'-10"6'-6"7'-1"2'-3"2'-6"2'-9"3'-3"3'-9"4'-3"4'-9"5'-3"5'-9"6'-3"6'-9"2'-9"3'-0"3'-3"3'-9"4'-3"5'-3"6'-3"6'-7"7'-3"4'-9"7'-10"3'-0"3'-3"3'-6"4'-0"4'-6"5'-6"6'-4"6'-10"7'-6"5'-0"8'-1"3'-0"3'-3"3'-6"4'-0"4'-6"5'-6"6'-4"6'-10"7'-6"5'-0"8'-1"NO.LENGTHEFTOPSLABBOTTOMSLABWALL/FT. OF HT.LBS.REINFCU. YDS.MIN. "H"0.4440.4070.3700.3330.2960.1850.2040.2220.2590.4810.518222430405164771111261451694.2833.6232.8782.3411.8600.7500.9021.0651.4345.0905.9170.2970.2350.1800.1320.0920.0150.0230.0330.0590.3670.4440.4010.3170.2430.1780.1270.0240.0360.0490.0850.4950.589DIMENSIONS OF BOX AND PIPETOP SLABDIMENSIONSTOTAL QUANTITIESBOX AND SLABCUBIC YARDS IN BOXDIMENSIONS FOR ONEPIPE CU. YDS.REINFORCEMENTBARS "A"CHAMFER ALL EXPOSED CORNERS 1".USE CLASS "B" CONCRETE THROUGHOUT.OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.USE FORMS TO CONSTRUCT THE BOTTOM SLAB.IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66.ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIESTO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARSSHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLEHEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOPELEVATION IS 12 FEET.GENERAL NOTES:SECTION X-XDOWEL#4 BAR6"12" 9"DD OUTLET PIPEINLET PIPE6"1/4"6"ABRICK MAY BE USEDTO ADJUST FRAME &COVER TO SURFACEELEVATION MAX. 1'SEE STANDARD 840.54FOR MANHOLE COVER & FRAMEOPTIONALSECTIONC-C OR D-D6"E OR F1 1/2"SECTION Y-Y6"6"1/4"6"1/4" X 6"EXP. JOINT9"B3"DOWELSEE NOTEHD XXYY6"6"6"AE6"F BPLAN OPTIONAL MANHOLEDDCCF E3"#4 BARS "A"3"SPACED 6"C. TO C.#4 BARS "A"SPACED 6"C. TO C.3"3"12" THRU 66" PIPE(WITH OPTIONAL MANHOLE)NTS840.32SHEET 1 OF 1BRICK JUNCTION BOX ENGLISH STANDARD DRAWING FOR 12" THRU 66" PIPE BRICK JUNCTION BOXENGLISH STANDARD DRAWING FOR(WITH OPTIONAL MANHOLE)840.32SHEET 1 OF 11-121-12BRICK JUNCTION BOXCHAMFER ALL EXPOSED CORNERS 1"USE CLASS "B" CONCRETE THROUGHOUT.USE #4 BAR DOWELS AT 12" CENTERS.MORTAR JOINTS 1/2" ± 1/8" THICK.CONCAVE TOO ALL EXPOSED JOINTS.USE FORMS TO CONSTRUCT THE BOTTOM SLAB.JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" INHEIGHT, USE 12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALLFOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIESACCORDINGLY.IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66.ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIESTO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARSSHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLEHEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOPELEVATION IS 12 FEET.GENERAL NOTES:DOWEL#4 BAR6"12"SECTION X-X9"D D OUTLET PIPE6"1/4"6"ABRICK MAY BE USED TOADJUST FRAME & COVERTO SURFACE ELEVATION MAX. 1'SEE STANDARD 840.54FOR MANHOLE COVER & FRAMEOPTIONALINLET PIPESECTIONC-C OR D-D6"E OR F1 1/2"OUTLET ELEVATIONB + 16"H HEADERCOURSESSECTION Y-Y6"6"1/4"6"1/4" X 8" EXP. JOINT9"B3"DOWELH D BRICK MAY USED TOADJUST FRAME & COVERTO SURFACE ELEVATION MAX. 1'SEE STANDARD 840.54FOR MANHOLE COVER & FRAMEXXYY8"8"8"AE8"F BPLAN OPTIONAL MANHOLEDDCCF E3" #4 BARS "A" 3" SPACED 6" C. TO C.#4 BARS "A"SPACED 6"C. TO C.3"3"1.9021.6461.3331.0530.8070.4120.4120.4980.695R.C.C.S.2.2722.6243.5022.9402.5031.9591.4810.5910.6570.8141.1764.1134.7783'-4"3'-4"3'-8"4'-4"4'-8"6'-0"6'-8"7'-2"7'-10"5'-4"8'-5"EFTOP &BOTTOMCU. YD.MINHEIGHTCU. YD.WALL PERFT. HT.CU. YD.0.6090.5600.5270.4610.3950.2630.2630.2960.3620.6580.7080.3960.3130.2400.1760.1220.0200.0310.0440.0780.4890.5910.5350.4220.3230.2380.1700.0320.0470.0650.1130.6600.798TOP SLABDIMENSIONSDIMENSIONS FOR ONEPIPE CU. YDS.HBADWIDTHSPANPIPEHEIGHT12"15"18"24"30"36"42"48"54"DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES60"66"12"12"14"16"18"20"22"26"28"30"32"2'-0"2'-3"2'-6"3'-0"3'-6"4'-0"4'-6"5'-4"5'-10"6'-6"7'-1"2'-0"2'-3"2'-6"3'-0"3'-6"4'-0"4'-6"5'-4"5'-10"6'-6"7'-1"2'-3"2'-6"2'-9"3'-3"3'-9"4'-3"4'-9"5'-3"5'-9"6'-3"6'-9"3'-1"3'-1"3'-5"4'-1"4'-5"5'-9"6'-5"6'-11"7'-7"5'-1"8'-2"NO.LENGTHDIMENSIONS OF BOX AND PIPEREINFORCEMENTBARS3'-4"3'-4"3'-8"4'-4"4'-8"6'-0"6'-8"7'-2"7'-10"5'-4"8'-5"CONC.CUBIC YARDSBRICK MASONRYDEDUCTIONS FOR ONEPIPE CU. YDS.(WITH OPTIONAL MANHOLE)12" THRU 66" PIPESTATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS RALEIGH, N.C.NTS