HomeMy WebLinkAboutStatic Line Brewery_revised site plan2AMARILLO LANESCOTTSCOTTCHRIS1641NOT TO SCALEVICINITY MAPBARBECUE TOWNSHIPSPOUT SPRINGS, NORTH CAROLINAHARNETT COUNTYSTATIC LINE BREWERYSITE 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 LOCATEDKnow what'sbelow.before you dig.CallRSEALL-4571SEAN R.SEEVER
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STATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEDATE RELEASEDSEE SHEETSPROJECT NAMECLIENTPROJECT INFORMATIONDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 2021TAX ID# 9575-96-2205.000 &9575-96-3173.000ARMILLO LANEBARBECUE TOWNSHIPSPOUT SPRINGSHARNETT COUNTYNORTH CAROLINAINDEX OF DRAWINGSG1.0 - UTILITY NOTESC1.0 - EXISTING CONDITIONSC2.0 - SITE PLANC3.0 - GRADING AND EROSION PLANC4.0 - UTILITY PLANC5.0 - PROFILESC6.0 - SITE DETAILSC6.1 - EROSION & STORM DETAILSC6.2 - EROSION & STORM DETAILSC6.3 - WATER DETAILSC6.4 - STORM DETAILSEXISTING UTILITY OWNERWATER AND SEWERHARNETT REGIONAL WATER700 McKinney ParkwayLillington, North Carolina 27546910-893-7575Contact: Shane Cummings, PEOWNER/DEVELOPERWELLCO CONTRACTORS, INC511 Highway 210 N.Spring Lake, North Carolina 28390910-436-3131Contact: Billy Wellonsemail: billy@wswellonsrealty.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.comSITE
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HARNETREGIONALUTILITY NOTESSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEG-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDSEE SHEETSDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 20211.”2.”3.”“”“”“””””¾”””””””””””””¾”””””“””””“”“””””””””””“””
AMARILLO LANE39539038540040
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9384388385380377375380381382380
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EXISTINGCONDITIONSSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEDATE SURVEYEDHORIZONTAL: 1"=30'C-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSURVEYED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MIKESEANJIMMY1641SEALL-4571SEAN R.SEEVE
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FESSIONALC.SCOTT BROWNENGINEERSITE PLANSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-2.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 2021SITE4 D S ITE
SOLUTIONSNC GRID NAD 83 (2011)SITE DATA
AMARILLO LANE39539038540040
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40539
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395
392390391390
38
9384388385380377375380381382380
385384383382379375370380385390395397
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380 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:\Wellons Companies\1641-Static Line Brewery\CIVIL 3D\DWG\1641-DESIGN.dwg l C3.0 G&EC l 4.19.2021 1:50:39 PM
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FESSIONALC.SCOTT BROWNENGINEERGRADING PLANSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-3.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 2021SITE4 D S ITE SOLUTIONSNC GRID NAD 83 (2011)
AMARILLO LANE39539038540040
2
40
3
40
4
40539
8
395
392390391390
38
9384388385380377375380381382380
385384383382379375370380385390395397
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396394 395395390390385385380372 375
368371380378384390389389388387386384383382
381378377376SD 385380370365360355355365 370375380355350360365366367388387386382378377379380374373375366367368361368369375375360359361368368361361368369375376383384368375375369368361380
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385
380 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:\Wellons Companies\1641-Static Line Brewery\CIVIL 3D\DWG\1641-DESIGN.dwg l C4.0 UT l 4.19.2021 1:21:32 PM
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FESSIONALC.SCOTT BROWNENGINEERUTILITY PLANSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-4.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 2021SITE4 D S ITE SOLUTIONSNC GRID NAD 83 (2011)
375380375382381378377376SD 380370382378377379380374375361368368361361368369375376383384369368361380377376376STORM DRAIN -0+50 TO 3+50WET POND SECTIONSTORM DRAIN -0+50 TO 2+50FES 3 TO SDMH 437237538
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FESSIONALC.SCOTT BROWNENGINEERSTORMPROFILESSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-5.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 20214D S IT E SOLUT
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381STORM DRAIN -0+50 TO 2+00ROOF DRAIN NORTHSTORM DRAIN -0+50 TO 2+00ROOF DRAIN SOUTH400390391402401399398397396394384390389 389388389394390385384394402395396395396397398399400401396395394393392391390385
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FESSIONALC.SCOTT BROWNENGINEERSITE DETAILSSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 202115910623487101124" CURB & GUTTERNTSSPILL TYPECARRY TYPE SPILL TYPECARRY TYPELIGHT DUTY PAVEMENTNTSHEAVY DUTY PAVEMENTNTSCONCRETE PAVEMENT SECTIONNTSTURN DOWN SIDEWALKNTS6" BOLLARDNTSDUMPSTER PADNTSHANDICAP SIGNAGE AND PAVEMENT MARKINGSNTSSECTION A-ASECTION B-BISOMETRIC VIEWPLAN VIEWHANDICAP RAMP WITH TRUNCATED DOMESNTSTRUNCATED DOMESSHRUB PLANTINGNTSTREE PLANTINGNTSCURB TRANSITIONNTS24" CONCRETE BANDNTSCONCRETE WHEEL STOPNTS141312CONCRETE FLUMENTS15
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FESSIONALC.SCOTT BROWNENGINEERSTORM &EROSIONCONTROLDETAILSSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 202117823465910TEMPORARY 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.GENERAL 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.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
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.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 ENTRANCENTSMAINTENANCEINSPECT 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 PROTECTIONNTSSILT 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.NTSEROSION 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.13B3A4520.7 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' ROLLSNTS4.00' [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]1.00' [0.30M]0.7 STAPLES PER SQ. YD.(0.8 STAPLES PER SQ. M)1.3 STAPLES PER SQ. YD.(1.5 STAPLES PER SQ. M)1.7 STAPLES PER SQ. YD.(2.0 STAPLES PER SQ. M)3.4 STAPLES PER SQ. YD.(4.1 STAPLES PER SQ. M)3.6 STAPLES PER SQ. YD.(4.3 STAPLES PER SQ. M)STAPLE PATTERN FOR 8' ROLLSNTSGROUND STABILIZATION CHARTNTSYARD DRAINNTS1112NTSVEGETATED SHELF PLANTING DETAIL
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FESSIONALC.SCOTT BROWNENGINEERSTORM &EROSIONCONTROLDETAILSSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.2SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 2021MAINTENANCEINSPECT 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.WET POND X-SECTION WITH GABION BAFFLESNTSMAINTENANCE: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 BERMNTSSILT 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.GROUND STABILIZATION CHARTNTSSTORM BASIN RISER WITH ORIFICE DETAILNTSANTI-SEEP COLLARNTS1467532
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FESSIONALC.SCOTT BROWNENGINEERWATER DETAILSSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.3SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 202114TYPICAL WATER SERVICE CONNECTIONNTSVALVE 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 PLASTICMETER BOX AMR LIDNTSNOTES:1. LID SHALL BE PLACED ONMETERBOX WITH AMR PORTIONON STREETSIDE OF SERVICE.2. ALL LIDS SHALL BE CASTIRON AND APPROVED BYHARNETT COUNTY PRIOR TOINSTALLATION.D
D
10.123.3031.2341.02515.255.800R1.949.250Ø2.0-1° DRAFT/SIDE Ø6.810Ø2.0.868+10°1.6515.3114.1532 PL.30310.068B A
ASECTION D-DSCALE 2 : 1SECTION B-BSECTION A-AISOMETRIC VIEWBTYPICAL 1" METER BOX INSTALLATIONNTS32
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FESSIONALC.SCOTT BROWNENGINEERSTORM DETAILSSTATIC LINEBREWERYWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.4SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1641DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:APRIL 19, 2021NOT TO SCALE840.31SHEET 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.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.NTSNOTE:FORCE MAINS 8"Ø AND SMALLER SHALLHAVE MINIMUM OF 3' COVER. FORCEMAINS LARGER THAN 8"Ø SHALL HAVE AMINIMUM OF 3'-6" COVER.ELECTRONIC MARKER BALLS AT 100' ONCENTER & AT BENDS. MARKER BALLS SHALLBE INSTALLED AT 1 1/2 TO 2' DEEP.1/2 PIPE O.D.24" + O.D. MAX.12" + O.D. MIN.PIPEO.D.SHAPED SUBGRADESHALL PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELBEDDED PIPEUNDISTURBED EARTHNOTE: MARKER BALLS SHALL BE INSTALLEDCONCURRENTLY WITH PIPE. MARKERBALLS SHALL NOT BE INSTALLED AFTERTRENCH HAS BEEN COMPLETELYBACKFILLED.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEFORCE MAINPIPE LAYINGCONDITION "E"NOTE: PIPE SHALL BE BEDDED UP TOSPRING LINE AND MINIMUM 4" BELOWBOTTOM OF PIPE WHEN WET AREAS AREENCOUNTERED.PIPE LAYING CONDITIONNTS