Wedgefield Phase IV Subdivision - 1119 WEDGEFIELD PERMITTING SIGNED

WESTON WOODS STREET4243444546474849242319222120282625213456891011131415161718272930313334353637383940415032P1PHASE IVSECTION IIPHASE IVSECTION ISECTION ISECTION IISECTION ISECTION IISECTION ISECTION II712262.80263.89266.13263.14261.16262.46262.95264.73263.24261.91263.60263.38262.97SEAN/CHRISSEAN/CHRISSCOTT1119NOT TO SCALEVICINITY MAPMcLAUCHLIN TOWNSHIPNEAR RAEFORD, NORTH CAROLINAHOKE COUNTYINDEX OF DRAWINGSC1.0 - EXISTING CONDITIONSC2.0 - SITE PLANC3.0 - GRADING AND EROSION CONTROL PLANC3.1 - STORM POND DRAINAGE AREA MAPC4.0 - UTILITY PLANC5.0 - PROFILESC6.0 - EROSION DETAILSC6.1 - SITE & EROSION DETAILSC6.2 - SITE DETAILSC6.3 - WATER DETAILSC6.4 - SEWER DETAILSC6.5 - STORM DETAILSC6.6 - STORM DETAILSWEDGEFIELD PHASE IVSECTION 1 & 2SITE DEVELOPMENT PLANSTHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDEXISTING UTILITY OWNERWATER AND SEWERHOKE COUNTY PUBLIC WORKS633 East Palmer StreetRaeford, North Carolina 28376910-848-0385Contact: Hilton VillinesOWNER/DEVELOPERCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314910-487-5900Contact: Carroll Thomasemail: [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] what'sbelow.before you dig.CallRSEALL-4571SEAN R.SEEVE
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OFESSIONALC.SCOTT BROWNENGINEERI:\Carroll Thomas\1119-Wedgefield\CIVIL 3D\DWG\1119-PHASE IV DESIGN.dwg l 00 CS l 6.19.2018 10:55:37 AM
WEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEDATE RELEASEDSEE SHEETSPROJECT NAMECLIENTPROJECT INFORMATIONDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018TAX ID#494660101001WESTON WOODS STREETMcLAUCHLIN TOWNSHIPNEAR RAEFORDHOKE COUNTYNORTH CAROLINASITESECTION 1SECTION 2
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PROJECT NOTESWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEG-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDSEE SHEETSDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018
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EXISTINGCONDITIONSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEDATE SURVEYEDHORIZONTAL: 1"=50'C-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSURVEYED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:ALSEANJIMMY1119SEALL-4571SEAN R.SEEVE
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3033021011311455WESTON WOODS STREET4243444546474849242319222120282625213456891011131415161718272930313334353637383940415032PRESCOTT STREETWELBORN STREETDELMAR STREETWESTON WOODS STREETP1PHASE IVSECTION IIPHASE IVSECTION ISECTION ISECTION IISECTION ISECTION IISECTION ISECTION II712262.80263.89266.13263.14261.16262.46262.95264.73263.24261.91263.60263.38262.97CURVE TABLEVICINITY MAPNOT TO SCALEHORIZONTAL: 1"=50'I:\Carroll Thomas\1119-Wedgefield\CIVIL 3D\DWG\1119-PHASE IV DESIGN.dwg l C2.0 SITE l 6.19.2018 6:12:45 AM
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OFESSIONALC.SCOTT BROWNENGINEERSITE PLANWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-2.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018SITESITE DATAWEDGEFIELDPHASE III
3033021011311455WESTON WOODS STREET4243444546474849242319222120282625213456891011131415161718272930313334353637383940415032PRESCOTT STREETWELBORN STREETDELMAR STREETWESTON WOODS STREETP1PHASE IVSECTION IIPHASE IVSECTION ISECTION ISECTION IISECTION ISECTION IISECTION I2652632632642662672602582592
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6 VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Carroll Thomas\1119-Wedgefield\CIVIL 3D\DWG\1119-PHASE IV DESIGN.dwg l C3.0 G&EC l 6.19.2018 6:15:40 AM
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OFESSIONALC.SCOTT BROWNENGINEERGRADING ANDEROSIONCONTROL PLANWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-3.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018SITE
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OFESSIONALC.SCOTT BROWNENGINEERDRAINAGE AREAMAPWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-3.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018SITE2,081,369SF PONDDRAINAGE AREA(47.78AC)
WESTON WOODS STREET4243444546474849242319222120282625213456891011131415161718272930313334353637383940415032PRESCOTT STREETWELBORN STREETDELMAR STREETWESTON WOODS STREETP1PHASE IVSECTION IIPHASE IVSECTION ISECTION ISECTION IISECTION ISECTION IISECTION I2652632632642662672602582592
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OFESSIONALC.SCOTT BROWNENGINEERUTILITY PLANPIN#494660101001WEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-4.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018SITEINSETSCALE 1"=50'SEE INSETTHIS SHEETWEDGEFIELDPHASE III
WESTON WOODS STREET424344454647484924232225213333940415032PRESCO
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OFESSIONALC.SCOTT BROWNENGINEERWESTON WOODSPROFILEWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-5.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018HORIZONTAL: 1"=50'VERTICAL: 1"=5'
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OFESSIONALC.SCOTT BROWNENGINEERDELMAR &PRESCOTTPROFILEWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-5.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018HORIZONTAL: 1"=50'VERTICAL: 1"=5'
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OFESSIONALC.SCOTT BROWNENGINEERROADWAYPROFILE &POND SECTIONWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-5.2SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018HORIZONTAL: 1"=50'VERTICAL: 1"=5'
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OFESSIONALC.SCOTT BROWNENGINEEREROSIONCONTROLDETAILSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-6.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018GENERAL 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.MAINTENANCE: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 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.NTSSILT 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.FAIRCLOTH SKIMMERNTSBOTTOM OF FABRIC BURIED 8"IN EXCAVATED TRENCH &TURNED OUT 4" IN THETRENCH, OR PINNED WITH 8"EROSION CONTROL MATTINGSTAPLES.SUPPORT WIRE ORROPEBACKFILL THE TRENCH AND COMPACT THE SOILFIRMLY TO ANCHOR THE BOTTOM OF THE SILTFENCE. BURIED FABRIC SHALL NOT BE VISIBLE.THE TOP OF THE FABRIC SHALL BE 6" HIGHERTHAN THE WEIR.ATTACH THE JUTE NETTING OR OTHER FABRICAPPROVED BY THE ENGINEER TO THE STAY WIREAND POSTS, EXTEND THE BOTTOM OF THE FABRIC8" INTO THE TRENCH AND TURNED OUT 4" IN THETRENCH OR USE 8" EROSION CONTROL MATTINGSTAPLES.ATTACH WIRE FENCE TO POSTS AND EXTENDTHE BOTTOM OF THE FENCE 8" INTO THEEXCAVATED TRENCH AND TURNED OUT 4" INTHE TRENCH.DRIVE POSTS 24" INTO THE GROUNDMAXIMUM 4' O.C. AND EXCAVATE A 4" X 8"TRENCH UPHILL ALONG THE LINE OFPOSTS.NOTES:1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECEACCROSS THE BASIN OR TRAP.4. POSTS FOR THE BAFFLES SHALL BE 4' OC.MAINTENANCE1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT INNO CASE LESS THAN ONCE PER WEEK AND AFTER EACHRAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASUREREACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THEBAFFLES WHEN THE SEDIMENT IS REMOVED.3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THECONTRACTOR UNTIL THIS ACTION IS APPROVED BY ANNCDENR REPRESENTATIVE. THE ACTION WILL BEAPPROVED WHEN THE CONTRIBUTING DRAINAGE AREA ISSTABLE.4. PLACEMENT OF BAFFLES: INLET ZONE- 35% OF LENGTH FROM ENTRY POINT FIRST CELL - 25% OF LENGTH FROM INLET ZONE SECOND CELL - 25% OF LENGTH FROM FIRST CELL OUTLET ZONE - 15% OF LENGTH FROM SECOND CELLSTEEL POSTSHEIGHT MAX 18"24" INTO GROUNDSTEEL POST DRIVEN SECTION A-AFLOWSTEP 3STEP 1POSTS MAX 4' O.C.JUTE NETTING OR EQUIVILENTTOP STAY WIRE OR ROPESTEP 4STEP 2AAPERSPECTIVE VIEWPOROUS BAFFLESNTSMAINTENANCEINSPECT 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 PROTECTIONNTSMAINTENANCEMAINTAIN 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
ROAD6" MIN. THICKNESSACCEPTANCE.1
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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 ENTRANCENTSGROUND STABILIZATION CHARTNTSMAINTENANCEINSPECT 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 BROWNENGINEEREROSIONCONTROL & SITEDETAILSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-6.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018NOT TO SCALE24" STANDARD ROLL CURBNTSTYPICAL RIP RAP APRONNTS4.00' [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' ROLLSNTS0.7 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' ROLLSNTSEROSION 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.CHECK 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.ASPHALT PAVEMENTNTSSIDEWALK WITH CURBNTSROADWAY TYPICAL SECTIONNTS1112SECTION A-ASECTION B-BISOMETRIC VIEWPLAN VIEWHANDICAP RAMP WITH TRUNCATED DOMESNTSTRUNCATED DOMESEROSION 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.13B3A452
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OFESSIONALC.SCOTT BROWNENGINEEREROSIONCONTROL & SITEDETAILSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-6.2SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018NOT TO SCALE321TRASH RACKNTSGABION 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.NTSSYM. CUL-DE-SAC WITH CONCRETE CURBNTSNTSVEGETATED SHELF PLANTING DETAILSTORM BASIN RISER WITH ORIFICE DETAILNTS
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OFESSIONALC.SCOTT BROWNENGINEERWATER DETAILSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-6.3SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018NOT TO SCALEPLANSPACER SHALLBE CENTEREDIN METER BOX INSET "A"BRICK METER BOX BASE12 GA SINGLE STRANDCOATED COPPER WIRE ORCOPPER CLAD STEELTRACING WIRE EXTENDEDINTO METER BOX 6" ANDWRAPPED AROUND LOCKVALVESECTION "A-A"1" FULL PORT ANGLE BALL VALVEWITH ONE OR TWO STEP STYLECOMPRESSION FOR IPS PE INLETAND FEMALE METER THREADSWIVEL NUT WITH LOCK. ALLINSERTS SHALL BE STAINLESSSTEEL1" x 7-1/2" SPACER FORDOMESTIC SERVICE,1" x 10-3/4" SPACER FORIRRIGATION SERVICE12" METER COUPLINGWITH 3/4" FEMALETHREAD METER SWIVELNUT x 3/4" MIPTBRICK METER BOX BASESEE INSET "A"2" SOLID BRICKMETER BOX BASE1" IPS POLYETHYLENEPIPE PE 4710, 250 PSISIDR7 ASTM D2737 ASTMD3350-445574EDATE JULY 01, 2016 SHEET NO.1 OF 1DWG. NO.NO.DATEREVISIONPROPOSED 1" WATER SERVICE LATERAL2016-W2 WLAT.dwgW.2MAIN3'-6" MIN.FINISHED GRADEPAVEMENTCONC. CURB & GUTTERMETER BOX WITHRECESSED AMR READING 8" MIN.VARIES18"WATERPL R/W EQ18"EQEQ 10" MAX.EQ.EQ.1"1"1"1"BOTTOMOF BOXAAR/W OR LID SET 1/4" ABOVE GRADEPROPERTYLINETRACER WIRE(DO NOT CONNECT TOCORPORATION OR BANDS)METER BOXBACK FILLBRICK STERILIZATION TESTS (200 PSI).HYDROSTATIC, LEAKAGE AND WATER MAIN AND LATERAL SHALL PASS BARB-TYPE FITTINGS ARE NOT 10. RESIDENTIAL METER BOX SHALL BE SET 9. DISTANCE FROM TOP OF LOCK VALVE8. WHERE ASPHALT CURB OR STRIP SHALL BE 8" MIN. TO 10" MAX. OPERATING STEM TO TOP OF BOX BOX SHALL BE AS DIRECTED BY HCPW PAVEMENT EXIST, THE LOCATION OFLESS THAN 5' FROM BLDG. TO EDGE(PREFER NO METER BE INSTALLEDLOCATION SHALL BE AS APPROVED METER BOX PERPENDICULAR TO THE R/W.18" FROM R/W TO CENTERLINE OFHCPW PROJECT COORDINATOR.BACK FILLED UNTIL INSPECTED BY ON LOT UNLESS OTHERWISE NOTED.LATERAL SHALL BE CENTERED15.14.13.12.11. COMMERCIAL METER BOXACCEPTABLE REPRESENTATIVE.OF BOX).LATERAL SHALL NOT BE 7. PERIMETER SOLID CONCRETE BRICK 6. C.I. METER BOXES SHALL BE USED5. WHEN INSTALLED IN A PAVED AREA, 4. WATER SERVICE LOCK VALVE TO BE BASE WITH NO GAPS, DO NOT LAY BRICK ON PIPE. SEE INSET "A"1. ALL MATERIALS TO BE APPROVED BY2. SERVICE LATERAL SIZE 1" IPS POLYETHYLENE UNLESS OTHERWISE 3. SERVICE LATERAL INSTALLATION SHALL LOCATED 18" FROM SANITARY SEWER CLEAN OUT STACK WHEN INSTALLEDMETER BOX TO BE SET 1/4" ABOVE FINISHED PAVEMENT GRADES AND PAVEMENT FEATHERED TO TOP OF BOX TO PROVIDE DRAIN AWAY FROM BOXNOTES:IN SAME DITCH.IN TRAFFIC AREAS SEE W.4B. HCPW.SPECIFIEDBE APPROVED BY HCPW.1" CC SINGLESTAINLESS STEELSTRAP SADDLEBALL CORPORATION STOPWITH AWWA INLETS, ONEOR TWO STEP STYLECOMPRESSION FOR IPS PE,WITH STAINLESS STEELINSERTS.SHOULD IT BE NECESSARY TO CRIMP THE16.WATER SERVICE LATERAL, A FULL CIRCLEREPAIR CLAMP SHALL BE PLACED ON THE CRIMPED AREA.EQN.T.S.NOTES:1. ALL MATERIALS SHALL BE APPROVED BYHCPW. SEE DWG. W.4 SHEET 2 OF 2 FORMETER BOX LID DETAIL.2. METER BOX SHALL NOT BE LOCATEDWHERE H-20 LOADINGS CAN IMPACT BOXOR COVER.3. FOR 1" WATER LATERAL INSTALLATIONSEE DETAIL W.24. DIM'S ± 1/16 U.N.O.ELEVATION VIEWBOTTOM VIEWTOP VIEWPLANELEVATION ELEVATIONSHEET NO.1 OF 2DWG. NO.NO.DATEREVISION1-INCH METER BOX DETAILS2016-W4 1IN METERBOX.dwgW.421-13/16"16-9/16"12"17-9/16"12-5/16"ABABDATE JULY 01, 2016N.T.SWATER 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-A1/2"1/2"1-INCH METER BOX LID2 OF 2W.4REVISIONDATENO.DWG. NO.SHEET NO.2016-W4 1IN METERBOX.dwgDATE JULY 01, 2016N.T.SDATE JULY 01, 2016SHEET NO.1 OF 1DWG. NO.NO.DATEREVISIONGATE VALVE 2016-W6 GATEVALVE.dwgVALVE BOX PROTECTORRING SHALL BE PLACED WHEREVALVE IS LOCATED IN NON-TRAFFIC AREAS.CONCRETE COLLARSHALL BE PLACEDWHERE VALVE IS IN ATRAFFIC AREA.VALVE BOXNCDOT CONCRETEBRICK (4 REQUIRED12"8"3000 PSI POUREDIN PLACE CONCRETECOLLARSEE DETAIL SEE VALVEBOX PROTECTOR RING DETAIL.VALVE IN TRAFFIC AREAVALVE IN NON-TRAFFIC AREA7. SEE VALVE BOX DETAIL FOR ADDITIONAL INFORMATION.8. SEE VALVE BOX PROTECTOR RING DETAIL FOR ADDITIONAL INFORMATION.PAVEMENTTURF A SAFE WORKING PRESSURE OF 250 PSI.6. ALL VALVES 24" AND SMALLER SHALL HAVE COUNTERCLOCKWISE. OPERATING NUT AND SHALL OPEN3. ALL VALVES SHALL HAVE 2" SQUARE WITH HCPW STANDARDS.1. ALL MATERIALS SHALL BE IN ACCORDANCENOTES:2. RESILIENT WEDGE GATE VALVE SHALL BE AS MANUFACTURED BY MUELLER CORP., AMERICAN DARLING OR CLOW CORP.VALVEVALVEWATER MAINWATER MAINTOP TO BE FLUSH WITHFINISH GRADE AND LEFTEXPOSED5. VALVE BODY AND BONNET SHALL BE COATED ON ALL INTERIOR AND EXTERIOR SURFACES WITH A FUSION BONDED EPOXYIN ACCORDANCE WITH AWWA C-550-90.W.62" min. @FINAL GRADE@ EACH SECTION.)MIN. 12 GAUGE, SINGLESTRAND, COATED COPPERTRACER WIRE (SHALL BEINSTALLED BETWEENVALVES AND SHALL BEINSTALLED ON ALL NONMETALLIC PIPELINES.)SPLICES SHALL BEAPPROVED BY THEHCPW PROJECTCOORDINATOR.4" min.6" max.TRACER WIRE9. VALVE BOX SECTIONS ARE REQUIRED. THE USE OF PIPE IN LIEU OF VALVE BOX SECTIONS SHALL NOT BE PERMITTED.4. VALVE BODY, BONNET AND GATE SHALL BE IN ACCORDANCE WITH AWWA C-509/C-515 AND NSF61.(N.T.S.)SHEET NO.1 OF 1DWG. NO.NO.DATEREVISIONN.T.S.2016-W7 VALVEBOX.dwgAA5-1/4" DROP LID7-5/16"5-3/4"7"2"1.5"9"7-5/8"7-3/8"6-3/8"9-1/2"6-1/2"6-1/8"2"VARIABLE6-1/2"VARIABLE3/8"10-1/4"8"5-3/4"5-1/4"W.74" min.6" max.VALVE BOXDATE JULY 01, 2016WATERSECTION "A-A"TOP SECTIONBOTTOM PLANDROP LIDTOPBOTTOMSECTIONSECTIONNOTES:1.VALVE BOX SHALL BE 3 PART SLIP-TYPEMANUFACTURED BY SIGMA CORPORATION(VB-462), TYLER UNION (6855 SERIES), STARPIPE PRODUCTS (VB-0004), OR APPROVEDEQUAL.2.VALVE BOX SHALL BE 3-PIECE CLOSEGRAINED CAST IRON SLIP-TYPE VALVE BOXWITH A MINIMUM THICKNESS OF 3/16".3. VALVE BOX SHALL HAVE RAISED LETTERS"WATER" CAST INTO COVER.4. VALVE BOX SHALL HAVE 3/8" HOLE DRILLEDIN TOP SECTION THRU WHICH A 1/4"x1-1/2"GALVANIZED BOLT SHALL BE USED TOSECURE A MINIMUM 12 GAUGE, SINGLESTRAND, COATED COPPER OR COPPER CLADSTEEL TRACER WIRE FOR NON-FERROUSPIPE. A 1/2" WASHER SHALL BE USEDBETWEEN NUT AND INSIDE OF BOX. TIGHTENHAND TIGHT.5. SCREW TYPE VALVE BOXES ARE NOTACCEPTABLE.6. DIMENSIONS SHOWN VARY BASED UPONTHE MANUFACTURER. ACTUAL DIMENSIONSSHALL BE APPROVED BY HCPW.7. VALVE BOX SECTIONS ARE REQUIRED. THEUSE OF PIPE IN LIEU OF VALVE BOXSECTIONS SHALL NOT BE PERMITTED.8. TRACING WIRE SHALL BE INSTALLEDOUTSIDE OF BOX.9.REFER TO HCPW DETAIL W.6 FORINSTALLATION REQUIREMENTS.DATE JULY 01, 2016SHEET NO.1 OF 1DWG. NO.NO.DATEREVISION2016-W8 CONC PROTECTOR RING.dwgVALVE BOX PROTECTOR RINGW.8GROUNDSECTION A-AN.T.S.VALVE BOX24" DIAMETER MIN.9-1/2"2"
4"PLANWATER2 RINGS OF #3 REINFORCINGDEFORMED BAR AS SHOWNNOTES: 2. VALVE BOX SHALL BE AT GRADEW/PROTECTOR RING EXTENDING1/2" ABOVE GRADE3. SEE GATE VALVE AND BOX DETAIL4. VALVE BOX PROTECTOR RINGSSHALL BE INSTALLED AROUND VALVEBOX IN UNPAVED NON-TRAFFIC AREAS.AND SHALL NOT CREATE A HINDERANCETO MOWING OPERATIONS.1. CONCRETE PROTECTOR RING SHALL BE 2500 P.S.I. PRECAST REINFORCED CONCRETE1/2"N.T.S.SHADED PORTION OFRING IS EXPOSEDREMAINDER IS BURIEDREINFORCEDCONCRETEPROTECTORRINGCUT AWAY VIEWMIN.
MIN.MIN.N.T.S.DATE JULY 01, 2016SHEET NO.1 OF 1DWG. NO.STAINLESS STEEL TAPPING SLEEVEW.11NO.DATEREVISION2016-W11 SSTAPPING SLEEVE.dwgN.T.S.SIZE (INCH) 12"16"3",4",6",8",10",12"3",4",6",8",10",12"50,52,60,81,96,14378,80,85,100,115,172NOMINAL PIPE BRANCH SIZE APPROX. WT. LBS.ANSI CLASS 150 LB.DRILLING FLANGE. DI FLANGESHALL BE COATED TO PROTECTAGAINST CORROSIONSHELLBOLTSNUTSWASHERSLIFTER BARGASKETARMORSTEST PLUGFLANGEGASKETCIRCUMFERENTIALFULL4"6"8"10"3",4"3",4",6"3",4",6",8",10"3",4",6",8"28,3036,38,4542,44,48,6645,48,55,70,80,24"85,87,90,100,145,2303",4",6",8",10",12"NOTES:1.ALL MATERIALS SHALL BE IN ACCORDANCE WITH HCPW STANDARDS.2.TAPPING SLEEVES SHALL BE AS MANUFACTURED BY ROMAC,SMITH-BLAIR, OR APPROVED EQUAL.3.STAINLESS STEEL TAPPING SLEEVE MAY BE UTILIZED FOR ALLTAPPING OF MAINS UP TO AND INCLUDING 24" DIAMETER WITH 12"OR LESS BRANCH. BRANCH GREATER THAN 12" SHALL REQUIREFULL BODY D.I. M.J. TAPPING SLEEVE (SEE DETAIL W.10).4.SHELL AND LUGS SHALL BE STAINLESS STEEL PER ASTM A 240, TYPE304 AND 304L.5.BOLTS SHALL BE 5/8" UNC ROLLED THREAD, STAINLESS STEEL PERASTM A 193 TYPE 304 4" NOM. PIPE SIZE SHALL HAVE MIN. 1/2" BOLTS.6.NUTS SHALL BE HEAVY HEX STAINLESS STEEL PER ASTM A-194, TYPE304.7.WASHERS SHALL BE STEEL AND PLASTIC LUBRICATING WASHER.8.GASKETS SHALL BE VIRGIN SBR PER ASTM D 2000 MAA 610,COMPOUNDED FOR WATER AND SEWER SERVICE.9.FLANGE SHALL BE DUCTILE IRON PER ASTM 536, GRADE 65-45-12, ORSTAINLESS STEEL PER ASTM A-240, TYPE 304.10.DIMENSIONS SHOWN ARE FOR REFERENCE AND MAY VARY BASEDUPON MANUFACTURER. SLEEVES SHALL BE SIMILAR IN NATURE TOTHAT SHOWN AND SHALL NOT DEVIATE IN ESSENTIAL DETAILS.11.PIPE SURFACES SHALL BE CLEANED THOROUGHLY TO PERMIT AGOOD SEAL PRIOR TO INSTALLATION.12.ALL TAPPING SLEEVES SHALL BE HYDROSTATICALLY PRESSURETESTED IN ACCORDANCE WITH HCPW SPECIFICATIONS. TEST SHALLBE WITNESSED AND APPROVED BY HCPW PROJECT COORDINATORPRIOR TO BEGINNING TAPPING PROCESS.13.THE NUMBER OF BOLTS, NUTS AND WASHERS SHOWN ARE FORILLUSTRATION ONLY, ACTUAL QUANTITY SHALL BE ASRECOMMENDED BY THE SLEEVE MANUFACTURER FOR THEREQUIRED SERVICE.10. CONTRACTOR SHALL NOTIFY THE APPROPRIATE FIRE DEPARTMENT OF OUT OFSERVICE FIRE HYDRANTS PRIOR TO CONSTRUCTION.11. FIRE HYDRANT SHALL BE FIELD PAINTED IN ACCORDANCE WITH HCPW STANDARDS,BEFORE PROJECT IS ACCEPTED. HYDRANTS SHALL BE PAINTED WITH A GREENBONNET AND YELLOW BODY. PAINT SHALL BE IN ACCORDANCE WITH HCPWREQUIREMENTS. THE CONTRACTOR SHALL PAINT ALL EXPOSED EXTERIOR FIREHYDRANT SURFACES PRIOR TO FINAL ACCEPTANCE BY HCPW. ALL PAINTING SHALLBE DONE IN STRICT ACCORDANCE WITH THE PAINT MANUFACTURER'SRECOMMENDATIONS AND SHALL BE SATISFACTORY TO THE HCPW.12. PROTECTIVE COVERING SHALL BE UTILIZED, AS NECESSARY FOR PROTECTION OFADJACENT AREAS, EQUIPMENT, SHRUBBERY, OR OTHER ITEMS. AFTER PAINTING ISCOMPLETE, THE ENTIRE AREA SHALL BE THOROUGHLY CLEANED UP.13. ALL PAINT MATERIALS SHALL BE IN THE ORIGINAL SEALED CONTAINERS BEARINGTHE MANUFACTURER'S NAME.14. WHERE NECESSARY, THINNING SHALL BE DONE IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS, AND AS APPROVED BY HCPW.15. ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND DRY.16. THE BONNET OF THE FIRE HYDRANT SHALL BE PAINTED A DARK GREEN, UTILIZINGAN ALKYD OR POLYURETHANE ENAMEL, WITH A FINAL DRY MIL THICKNESS OF 4 TO 6MILS. MULTIPLE COATS MAY BE NECESSARY TO ACHIEVE THE FINAL REQUIRED DRYMIL THICKNESS. THE PAINT SHALL BE FOREST GREEN, AS MANUFACTURED BY THESHERWIN-WILLIAMS COMPANY, PART NUMBER 822918, OR APPROVED EQUAL.SAMPLES SHALL BE SUBMITTED IN ORDER FOR HCPW TO CONSIDER ALTERNATIVEPAINT MANUFACTURERS.17. THE REMAINDER OF THE FIRE HYDRANT SHALL BE PAINTED SAFETY YELLOW,UTILIZING AN ALKYD OR POLYURETHANE ENAMEL, WITH A FINAL DRY MIL THICKNESSOF 4 TO 6 MILS. MULTIPLE COATS MAY BE NECESSARY TO ACHIEVE THE FINALREQUIRED DRY MIL THICKNESS. THE PAINT SHALL BE YELLOW, AS MANUFACTUREDBY THE SHERWIN-WILLIAMS COMPANY, PART NUMBER 3186, OR APPROVED EQUAL.SAMPLES SHALL BE SUBMITTED IN ORDER FOR HCPW TO CONSIDER ALTERNATEPAINT MANUFACTURERS.NOTES:1.FIRE HYDRANT SHALL BE MODELS MANUFACTURED BY MUELLER CO. (CENTURIAN),AMERICAN VALVE AND HYDRANT CO. (MODEL MARK 73), CLOW MEDALLION ORAPPROVED EQUAL.2.ALL VALVES AND HYDRANTS SHALL HAVE M.J. CONNECTIONS WITH IRON RETAININGGLAND M.J. RESTRAINT.3.HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN, BUT DONOT PLACE VALVE IN PROPOSED OR EXISTING CURB AND GUTTER. IF THE STREET ISSOIL AND NO PAVING IS TO BE DONE AT THIS TIME, THE LOCATION OF THE VALVE ISTO BE DETERMINED BY THE HCPW PROJECT COORDINATOR.4.HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED BYHCPW PROJECT COORDINATOR.5.GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH HCPW STANDARD DETAIL.6.HYDRANT EXTENSIONS AND/OR OFFSETS SHALL BE APPROVED BY HCPW PROJECTCOORDINATOR.7.FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE USING ATAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE TAPPING SLEEVE ANDVALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO STARTING THE TAP IN THEPRESENCE OF THE HCPW PROJECT COORDINATOR.8.THE PROPOSED LOCATION MAY BE RELOCATED BY THE HCPW PROJECTCOORDINATOR IF CONFLICTS EXIST (I.E. GAS SERVICES, UGE, TELEPHONE, ETC.).9.THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING WATER MAIN MATERIAL, SIZE,AND DEPTH FOR EACH FIRE HYDRANT LOCATION PRIOR TO ORDERING MATERIALS.THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VARIOUS LENGTHS OF BARRELSAND HYDRANT EXTENSIONS (NO MORE THAN ONE HYDRANT EXTENSION MAY BEUSED PER HYDRANT). ADDITIONAL FITTINGS AND/OR HYDRANT EXTENSIONS OROFFSET CONNECTORS MAY BE REQUIRED TO MAINTAIN PROPER COVER ASAPPROVED BY THE HCPW PROJECT COORDINATOR.SHEET NO.2 OF 2DWG. NO.DATE: JULY 01, 2016NO.DATEREVISIONFIRE HYDRANT ANDVALVE INSTALLATION W.13N.T.S.2016-W13-FHCC.dwgVARIABLE SIZE MAIN LINE TAPPED 2" 2" MAIN LINE VALVECOMPACTED SOIL (TYP) 2"Ø BRASS NIPPLE (12")2" BRASS F.I.P. x PACK JOINTFOR PVC ADAPTOR 2"Ø BRASS NIPPLE (12")2"Ø BRASS BALL VALVETAPPED 2"VARIABLE SIZE PLUGVARIABLE SIZE WATER MAINCOMPACTED SOIL (TYP)VALVE BOXSLIP TYPE C.I.FLANGEBRICK2" BRASS F.I.P. x PACK JOINTFOR PVC ADAPTOR 2"Ø BRASS NIPPLE (12")2"Ø BRASS BALL VALVEBRICK TO BE PLACED UNDER PIPEFITS ON TOP OF 2" PIPESLOTTED VALVE BOXBRICK TO BE PLACED UNDER PIPEFITS ON TOP OF 2" PIPESLOTTED VALVE BOX2" PVC SDR-21 WATER PIPECONCRETE COLLAR INPAVED AREAS CONC.PROTECTOR RING INNON-TRAFFIC AREAS.(SEE VALVE BOXDETAIL W.7) 2"Ø 12"LONG BRASS NIPPLE.WHEN REQUIRED PIPE BEYONDBRASS NIPPLE SHALL BE SCH 80PVC CONNECTED w/ BRASS F.I.P.x PACK JOINT FOR PVCADAPTORTRACER WIREBRICKFLANGEVALVE BOXCONCRETE COLLAR INPAVED AREAS CONC.PROTECTOR RING INNON-TRAFFIC(SEE VALVE BOXDETAIL W.7)TRACER WIREASPHALTDATE JULY 01, 20162" VALVE INSTALLATIONW.15AREVISIONDATENO.DWG. NO.1 OF 1SHEET NO.12"12"8"8"4" min.6" max.4" min.6" max.2" min. @FINAL GRADE2" min. @FINAL GRADE2016-W15A 2 VALVE INSTALLATION.dwgN.T.S.BRICKMETER BOXCONCRETE COLLARIN PAVED AREASCONC. PROTECTORRING IN NON-TRAFFICAREAS. VALVE TO BEINSTALLED INACCORDANCE WITHDETAIL W.6.SLOTTEDVALVE BOX2" BALL VALVE2" BRASS90° ELBOWROW - P/L 18"CONCRETE THRUST BLOCKPER DETAIL W.172" BALL VALVE12" BRASS NIPPLE2" BRASS 90° ELBOW12" BRASS NIPPLE2" BRASS F.I.P x PACKJOINT FOR PVCADAPTOR2" SDR-21 PVC2" BRASS F.I.P x PACKJOINT FOR PVCADAPTOR2" SDR-21 PVCCONCRETE THRUST BLOCKPER DETAIL W.1724"2" SDR-21 PVC(LENGTH ASREQUIRED. TWOPIECES MAX.)24"x2" ØBRASSNIPPLE24"x2" ØBRASSNIPPLENOTES:1. ALL MATERIALS SHALL BE APPROVED BY HCPW.2. WHEN INSTALLED IN A PAVED AREA METER BOX SHALL BE SET 1/4" ABOVE FINISHED PAVEMENT GRADE AND PAVEMENT FEATHERED TO TOP OF BOX. COMPOSITE METER BOX (DETAIL W.4B) SHALL BE USED IN PAVED AREAS.3. METER BOX AND VALVE BOX SHALL BE IN ACCORDANCE WITH HCPW DETAILS. PROVIDE SOLID METER BOX LID.4. VALVE FOR BLOW-OFF TO BE INSTALLED AFTER LAST SERVICE.5. CENTER 2" SDR-21 PIPE IN METER BOX.6. BLOW OFF ASSEMBLY NOT TO BE RE-USED UNLESS APPROVED BY HCPW.TRACER WIREBRICKBRICK4" ± 2"SCH 80MIPTADAPTOR4" min.6" max.2" min. @FINAL GRADEASPHALT2" SLIP ON CAPDATE JULY 01, 2016REVISIONDATENO.DWG. NO.1 OF 1SHEET NO.W.15C2" BLOW OFF ON2" WATER MAINN.T.S.2016-W15C 2 BLOWOFF.dwgSHEET NO.1 OF 1DWG. NO.NO.DATEREVISION2016-W17 THRUSTBLOCK.dwgW.17CONCRETE THRUST BLOCK DETAIL DATE JULY 01, 20167154TEEDEAD ENDELBOWM.J.PLUGPIPESIZETEES &DEADENDSELBOWS6"8"12"90° 45° ELBOW 22-1/2° ELBOWSMIN. BEARING AREA EACH DIRECTIONOF THRUST IN SQUARE FEETSIDE EXCAVATIONS(TYP.)(based on soil supporting value of 2000 psf @ 200 psig test pressure)610215113362SEE BLOW-OFF DETAIL FORCLARIFICATION OF CONSTRUCTIONREQUIRED AT DEAD ENDSHORIZONTAL BEND& CROSSESCROSSTHRUSTBLOCKSOIL UNDISTURBEDELBOWAREA OFBEARINGNOTES:1. THRUST BLOCKS SHALL BE INSTALLED ON PVC WATER DISTRIBUTION LINES 6" THRU 12" DIA. IN THE MANNER SHOWN. SEE HCPW STANDARD ALT. RESTRAINING DETAIL W.18 FOR ACCEPTABLE ALTERNATE RESTRAINING SYSTEMS.2. PIPE GREATER THAN 12 INCH DIAMETER SHALL REQUIRE RESTRAINT JOINT PIPE FOR THE PROPER LENGTH.3. COMPACT FITTINGS ARE NOT ACCEPTABLE. STANDARD FITTINGS SHALL BE USED WITH CONCRETE THRUST BLOCKING.4. THRUST BLOCKS SHALL BE INSTALLED ON SEWER FORCE MAIN IN THE MANNER SHOWN.5. IF SAC-CRETE IS USED, MIXING MUST BE ON SITE UTILIZING A MECHANICAL MIXER.6. NO CONCRETE SHALL BE PLACED ON BOLTS. WRAP JOINT FITTINGS WITH PLASTIC.7. CONCRETE SHALL BE A MINIMUM 3,000 psi.8. ALL BEARING SURFACES SHALL BE AGAINST UNDISTURBED SOIL AND SHALL BE APPROVED BY HCPW PROJECT COORDINATOR PRIOR TO PLACEMENT OF CONCRETE.ALL BEARINGSURFACESSHALL BE AGAINSTUNDISTURBEDGROUND (TYP.)CONCRETESHALL BE KEPTCLEAR OF PIPEJOINTS(TYP.)9. USE OF RESTRAINED JOINT DUCTILE IRON WILL BE REQUIRED IF SOIL CONDITIONS DO NOT ALLOW THE USE OF THRUST BLOCKS.10. ALL VERTICAL BENDS SHALL BE RESTRAINED USING RESTRAINED JOINT DUCTILE IRON PIPE.CONCRETETHRUSTBLOCK (TYP.)TAPPING SLEEVEAND VALVESIDE EXCAVATIONS(TYP.)NOTES:5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH WALLS AND TRENCH BOTTOM. BEDDING MATERIAL WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY THE PROJECT REPRESENTATIVE AND ONLY FOR THE AUTHORIZED QUANTITY.6. BEDDING MATERIAL SHALL BE PROPERLY RODDED AND COMPACTED AROUND THE PIPE HAUNCHES.1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE CONSTRUCTION STANDARDS FOR EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART 1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON2. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED AT THE MINIMUM PRACTICAL WIDTH. FREE OF ROCKS, FOREIGN MATERIAL, AND UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE. OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT AS "NATIVE" SOIL EXCAVATED FROM THE TRENCH,3. TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4' PIPE IS SPECIFIED AND 3.5' OF COVER IN ALL OTHER LOCATIONS4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED FROZEN EARTH.BELL OD + 8" MIN.AS REQUIREDBELL OD + 24" MAX.12"COMPACTED TO 95% MAX. DENSITYREMAINING TRENCH BACKFILLPATCH DETAIL FOR PAVED AREAS.IN MAX. 12" LIFTS FOR NON-PAVEDAREAS. SEE APPLICABLE PAVEMENT90% MAX DENSITY COHESIVE SOILS)MAX DENSITY COHESIONLESS SOILSBACKFILL LIGHTLY TO 12"ABOVE PIPE IN 6" LIFTS (95%UNDISTURBEDSOIL4"-6" TOPSOIL RESTORED TOORIGINAL GRADE AND SEEDED ORSODDED AS INDICATED ONDRAWINGS.TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THEOPTION OF THE ENGINEER AND DEFICIENCIES SHALL BECORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COSTTO THE OWNER. THE ENGINEER MAY HAVE COMPACTIONTEST PERFORMED AFTER THE BACKFILL IS COMPLETE.CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TOVARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION,BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NOADDITIONAL COSTS TO THE OWNER.7.SEE NOTE #3
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.CONTINUOUS 12 GA.SINGLE STRAND COATEDCOPPER WIRE ORCOPPER CLAD STEELTRACING WIRE REQUIREDFOR ALL NON-FERROUSPIPE (FROM VALVE BOXTO VALVE BOX)UNDISTURBEDSOIL4" MIN SUITABLE LOOSESOIL BEDDING FROM TRENCHEXCAVATION (SEE NOTES 4 & 5)WATER MAIN MATERIAL SHALLBE AS SPECIFIED AND SHOWNON THE DRAWINGS.SHEET NO.1 OF 1DWG. NO.NO.DATEREVISION2016-W19 WATER BEDDING.dwgW.19TYPE 3 TRENCHWATER MAIN BEDDING DETAILDATE JULY 01, 20167 CU. FT. #57 STONEABOVE DRAIN OPENINGPLACED TO A LEVEL 4"FIN. GRADE3-1/2' MIN.BURY DEPTH 2" R.J.D.I. PIPESEE CONCRETE MAIN
DIST.BRICKR/W LINE 1'-6"(TYP.)2" VALVEVARIESTHRUST BLOCKUNDISTURBEDSOILVALVE BOXDETAILDUCTILE PIPEDI TEE, HYDRANT TEEOR TAPPING SLEEVEAS REQUIRED. (SEETAPPING DETAIL)M.J. CONNECTION WITH IRONRETAINING GLAND M.J.RESTRAINT3/4" GHT or 1", 1-1/4",1-1/2", 2" or 2-1/2"MNPT or 1-1/2", 2",or 2-1/2" NST OUTLET(2", 2-1/2" + 3" FNPT, OR2", 3" OR 4" MJ) INLETECLIPSE #2 POST HYDRANTNTSHYDRANTS SHALL BE SELF-DRAINING, NON-FREEZING, COMPRESSION TYPE WITH 2-1/8" MAIN OPENING. INLET SHALL BE (2", 2-1/2" & 3"FNPT, OR 2", 3" OR 4" MJ). OUTLET SHALL BE (3/4" GHT OR 1", 1-1/4", 1-1/2", 2" OR 2-1/2" MNPT OR 1-1/2", 2" OR 2-1/2" NST.HYDRANTS SHALL HAVE A (DUCTILE IRON (STD), GALVANIZED STEEL, STAINLESS STEEL, OR BRASS) EXTERIOR CASING PIPE, A(GALVANIZED (STD), STAINLESS STEEL OR BRASS) INTERIOR NON-TURNING OPERATING ROD WITH A HEAVY WALL (CAST IRON (STD),OR ALUMINUM) TOP STOCK.PRINCIPAL INTERIOR OPERATING PARTS SHALL BE BRASS, BRONZE AND ALUMINUM AND BE REMOVABLE FOR SERVICING WITHOUTEXCAVATING THE HYDRANT.HYDRANTS SHALL BE SET IN 4 CUBIC FEET OF CRUSHED STONE TO ALLOW FOR PROPER DRAINAGE OF THE HYDRANT.RECOMMENDATIONS OF THE AWWA SHOULD BE FOLLOWED WHEN INSTALLING THE HYDRANT.HYDRANTS SHALL BE #2 ECLIPSE POST HYDRANT AS MANUFACTURED BY JOHN C. KUPFERLE COMPANY, ST. LOUIS, MO OR APPROVEDEQUAL.
I:\Carroll Thomas\1119-Wedgefield\CIVIL 3D\DWG\1119-PHASE IV DESIGN.dwg l C6.4 DET l 6.19.2018 6:12:58 AM
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OFESSIONALC.SCOTT BROWNENGINEERWATER, SEWER& SITE DETAILSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-6.4SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018NOT TO SCALESHEET NO.1 OF 2DWG. NO.NO.DATEREVISIONSTANDARD MANHOLE2016-S2 STANDARD MANHOLE.dwgS.2DATE JULY 01, 2016ASTM A-185 0.12 SQ./IN.ASTM A-185 0.15 SQ./IN.ASTM A-185 0.15 SQ./IN.MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO PIPE SIZES MANHOLE SIZE MIN. WALL THICKNESS MIN. REINF. STEEL MIN. BASE THICKNESS12" MAX.ADJUST1' - 0" MIN.4' - 0" MAX.48" MIN.VARIES 12" MIN.24" 4'-0" MAX 21" & LESS24" - 36" 42"72" DIAMETER48" DIAMETER60" DIAMETER7"5"6"SEE CHARTSEE NOTE 3SEE CHARTNO 57 STONEJOINT SEALERJOINT SEALERREFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOTACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6' DIAMETER.6"8"8"6"MANUFACTURER INSTALLED POLYPROPYLENE COATEDSTEP OVER INVERTOUT SEE STEP DETAIL.HCPW RING AND COVER. SEEDETAIL (2 TYPES OF RING ANDCOVER APPV'D)CONC. GRADE RING MAX. (3)4", (2) 6" OR (1) 2". SEE NOTE13.ECCENTRIC REDUCERSEAL LIFT HOLESSEAL AROUND PIPESEE SHELF DETAILFLEXIBLE EPDM RUBBERBOOTSANITARY SEWER (OUT)CAST IRON FRAME &COVER SEE DETAILMAX. (3) 4", (2) 6", OR(1) 2" GRADE RINGSSEE NOTE 13.JOINTSEALERREDUCERECCENTRICSEE NOTE 5 FORFLEX. BOOTCONNECTORSEAL ANNULUS AROUND PIPE ATENTRANCE WITH NON-SHRINKGROUT.UNDISTURBED SUBGRADE6" MIN. COMPACTED NO 57STONEREINFORCING SEE CHART ABOVECONC. BRICK AND MORTAR INVERTPLACED IN FIELD TO 3/4 HEIGHT OFOUTLET PIPE. SEE SHELF DETAIL.LIFT HOLES THAT EXTEND THRU THEWALL SHALL BE SEALED WITHNON-SHRINK GROUT. LIFT HOLES THATHAVE PVC CAPS THAT DO NOT EXTENDTHRU THE WALL SHALL NOT REQUIREGROUT SEALANT.SEAL INSIDE AND OUTSIDE OFJOINT WITH FAST SET MORTARSMOOTH FINISHFLEXIBLE BUTYL RESINSEALANT OR RUBBER GASKETJOINT.2'-0" MINN.T.SDATE JULY 01, 2016SHEET NO.2 OF 2DWG. NO.NO.DATEREVISIONSTANDARD MANHOLES.2NOTES:1.PRECAST REINFORCED CONCRETE MANHOLES SHALL BE INACCORDANCE WITH ASTM C-478.2.MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI.3.MANHOLES GREATER THAN 12' DEPTH SHALL HAVE MINIMUM 6"EXTENDED BASE.4.FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN ACCORDANCEWITH ASTM C990. RUBBER GASKET JOINTS SHALL BE INACCORDANCE WITH ASTM C-443.5.FLEXIBLE EPDM RUBBER BOOT CONNECTORS SHALL BE INACCORDANCE WITH ASTM C923, INSTALLED BY MANUFACTURERWITH STAINLESS STEEL COMPRESSION RING AND TAKE-UP CLAMP.CONNECTION TO MAIN SHALL BE BY CONTRACTOR WITHSTAINLESS STEEL PIPE CLAMP.6.CONNECTIONS TO EXISTING MANHOLES SHALL BE BY CORINGMANHOLE AND FIELD INSTALLING A FLEX BOOT CONNECTOR. DONOT ALLOW DEBRIS TO ENTER SYSTEM.7.MORTAR SHALL BE QUICK SETTING, NON-SHRINK GROUT MIXED INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.8.MANHOLE STEPS SHALL BE IN ACCORDANCE WITH ASTM C478 ANDOSHA REGULATIONS. ALIGN STEPS WITH INVERT OUT.9.PRECAST INVERTS ARE NOT ALLOWED. STANDING WATER ININVERT OF MANHOLE IS NOT ACCEPTABLE.10.VERTICAL DROPS BETWEEN THE INFLOW PIPES AND OUTFLOWPIPES SHALL REQUIRE THE FOLLOWING:A. GREATER THAN 2.5' SEE DROP STRUCTURE DETAIL (MIN. 5' DIAMETER MH REQUIRED).B. 1' TO 2.5' SEE PIPE SLIDE DETAIL.C. LESS THAN 1' SEE MORTAR SLIDE DETAIL.11.AN ECCENTRIC CONE SHALL BE UTILIZED ON ALL MANHOLES,UNLESS OTHERWISE APPROVED BY HCPW.12.INVERT ON PLANS IS TO MANHOLE CENTERLINE.13.CONCRETE GRADE RINGS SHALL NOT BE USED FOR ABOVE GRADE ADJUSTMENTS (i.e., OUTFALL AREAS). USE OF GRADERINGS ARE ALLOWABLE IN YARD AREAS AND PAVEMENT, WHERETHE RING AND COVER ARE AT GROUND LEVEL.14.THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE SHALL BE 1%, UNLESS OTHERWISE APPROVED BY HCPW.15.THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT THE CONE, SHALL BE SEALED ON THE OUTSIDE BY AN APPROVEDJOINT WRAP. THE WRAP SHALL BE IN ACCORDANCE WITH HCPWSPECIFICATIONS.16.MANHOLE BOOT FOR 4-INCH LATERALS. SHOULD IT BE NECESSARY TO INSTALL A 4-INCH LATERAL INTO A MANHOLE, THERUBBER BOOT THAT THE LATERAL IS INSERTED INTO SHALL BESECURELY FASTENED TO THE CORE HOLE BY UTILIZING ASTAINLESS STEEL BAND THAT IS TIGHTENED USING A JACK OR ATORQUE WRENCH (DIRECT DRIVE). BOTH STANDARD SIZE ANDSTEP DOWN BOOTS ARE ALLOWED. THE TORQUE WRENCH SHALLBE SUPPLIED BY THE MANUFACTURER. NO OTHER TYPE BANDSOR METHOD OF SECURING THE BOOT TO THE MANHOLE SHALL BEACCEPTED. FOR FOUR (4) INCH SDR 26 LATERALS, THE PIPE OUTSIDE DIAMETER RANGE OF THE BOOT SHALL BE 3.5 INCHES TO 4.25 INCHES. FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE DIAMETER RANGE OF THE BOOT SHALL EITHER BE AS FOR VC OR 4.25 INCHES TO 4.81 INCHES. IN ALL CASES, THE BOOT SHALL BE TIGHTENED ON THE LATERAL BY MEANS OF A SINGLE STAINLESS STEEL STRAP. THE LATERAL INVERT SHALL BE AT THE TOP OF THE SHELF.17.NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORETHAN 2 LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALLOTHER 4' DIAMETER MANHOLES. ALL LATERALS SHALL HAVE ANINDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL BE USED IFTHE ABOVE CONDITIONS ARE NOT MET.18.NO MORE THAN 5 LATERALS SHALL ENTER A 5' DIAMETER19.USE OF TEE-WYES ON LATERALS IS NOT ALLOWED.20.ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH HCPW STANDARDS.2016-S2 STANDARD MANHOLE.dwgSHEET NO.1 OF 1DWG. NO.NO.DATEREVISION2016-S4 PSLIDE.dwgS.4PIPE SLIDE, MORTAR SLIDEAND SHELF DETAILSDATE JULY 01, 2016NOTES:S.S. MAINSAN. SEWER1.00' MIN.
2.50' MAX.1/2 PIPE SHELFPIPE SEAL AROUND MAINSSS.S. 0.99' MAX.PIPE SEAL AROUND MORTAR SLIDE DETAILPIPE SLIDE DETAILNTSNTSFLOWSANITARYSEWERSLOPESLOPESLOPESLOPESLOPESHELFSEAL AROUND PIPE SHELF DETAILNTSALIGN STEPSOVER INVERTOUTMORTAR SLIDESPRINGLINE OF PIPECHANNELFLOW CHANNEL SHAPE TO 3/4 HEIGHT OF OUTLETPIPE.FLOW CHANNEL HEIGHT OF OUTLETPIPE.SHAPE TO 3/4SHELFALIGN STEPSOVER INVERTOUTSLIDE SHALL BE INSTALLED ONTOP OF SHELF WITH A TROUGHTO DIRECT FLOW INTO THESEWER.NON SHRINK GROUT SLIDE WITH1/2 PIPE PLACED IN FIELD. SOLIDCONCRETE JUMBO BRICK MAY BEUSED TO BUILD UP INVERT TOREDUCE MORTAR QUANTITIES.1. MORTAR SLIDE SHALL BE USED FOR LESS THAN 1 FOOT SEPARATION BETWEEN INVERT OUT & INVERT OF INCOMING PIPE.2. PIPE SLIDE REQUIRED WHERE VERTICAL SEPARATION BETWEEN PIPE INVERTS IS GREATER THAN 1 ' AND LESS THAN OR EQUAL TO 2.5'.3. INTERIOR DROP STRUCTURE REQUIRED WHERE VERTICAL SEPARATION BETWEEN INVERTS EXCEEDS 2.50'. SEE INTERIOR DROP STRUCTURE DETAIL.4. VERIFY SLIDE INSTALLATION WITH PROJECT COORDINATOR PRIOR TO CONSTRUCTION.5. MANHOLE AND CONNECTIONS SHALL BE IN ACCORDANCE WITH HCPW STANDARD MANHOLE DETAIL.6. BRICK USED FOR INVERT AND SHELF CONSTRUCTION SHALL BE NCDOT STANDARD CONCRETE JUMBO BRICK. MEETING ASTM C55 GRADE S-II EXCEPT ABSORPTION LESS THAN 10 LBS/CU.FT.7. MANHOLES GREATER THAN 12' IN DEPTH SHALL HAVE MIN. 6" EXTENDED BASE.8. THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE SHALL BE 1% UNLESS OTHERWISE APPROVED BY HCPW9. SEE STANDARD MANHOLE DETAIL FOR ADDITIONAL REQUIREMENTS.SLIDESLOPE TOP OF CONC.SHELF 1:12 MIN./ 2:12MAX. TOWARD TROUGH.FLOW CHANNEL SHAPETO 3/4 HEIGHT OF OUTLETPIPE.ALIGN STEPSOVER INVERTOUTINVERT SHALL ENTERMANHOLE 1" MIN. ABOVESHELF (TYP)BEGIN SHELF TRANSITIONAT 3/4 HEIGHT OF OUTLETPIPE 1:12 MIN.CONCRETE SHELF PLACED INFIELD. SOLID CONCRETEJUMBO BRICK MAY BE USEDTO BUILD UP INVERT TOREDUCE MORTAR QUANTITIES.ON EXISTING MANHOLESBOTTOM OF BOOT SHALLBE SET 1" ABOVE SHELFBUILD TROUGH TOSPRINGLINE OF PIPE11. NO MORE THAN 5 LATERALS SHALL ENTER A 5' DIAMETER TERMINAL MANHOLE.12. USE OF TEE-WYES ON LATERALS IS NOT ALLOWED.10. DROP AND / OR SLIDE REQUIREMENTS SHALL APPLY TO ALL LATERALS ENTERING MANHOLES AS OUTLINED IN NOTES 1,2&3. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORE THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4' DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL BE USED IF THE ABOVE CONDITIONS ARE NOT MET. THE INVERT OF THE LATERAL SHALL B A MINIMUM OF 1" ABOVE THE SHELF.N.T.S13. ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCEw/HCPW STANDARDS1 OF 1REVISIONDATENO.DWG. NO. SHEET NO.S.6STANDARD NON-TRAFFIC AREAMANHOLE RING AND COVERWITH WIPER GASKET & CAM LOCKCOVER SECTIONFRAME WCC FPAYCOVER FACEN26" DIA.1-3/8"
2-13/16"GASKET1" LETTERING(2) PICK BARSSEE DETAIL1"(2) CAM LOCKSSEE DETAILROLL PINS 1/2" DIA.(2) STAINLESS STEELX1-3/4" (2) CAM LOCKS1-5/8"26-1/8"-26-1/4" 26"-26-1/8" DIA.FRAME SECTION24" DIA.34" DIA.4"
1-3/8"RUBBERGASKET27-3/8"-27-7/16" DIA.5/8"
1/2"CAM LOCK DETAIL1-1/4"DIA.3-13/16"9/16"
1-5/8"5/8" DIA. SS RODGASKET GROOVE DETAILPICK BAR ANDCAM LOCK APPROVED GASKETMATERIAL.24-1/2" DIA.S A
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4 EA. 5/8"Ø x5-1/2" STAINLESS STEEL BOLTSWITH WEDGE ANCHORS. (SCORE THREADSTO PREVENT REMOVAL)N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.DATE JULY 01, 20162016-S6 RING COVER.dwgN.T.SCOVER NOTES:1. MANHOLE FRAME AND COVER TO BE MADE OF GRAY CAST IRON CONFORMING TO ASTM SPEC. A48-83, CLASS 35, MANUFACTURED BY SAME MANUFACTURER. ALL CASTINGS SHALL CONFORM TO THE SHAPE AND DIMENSIONS SHOWN. THEY SHALL BE CLEAN AND PERFECT, WITHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY KIND, TENDING TO IMPAIR THEIR STRENGTH. NO PLUGGING OR STOPPING OF DEFECTIVE HOLES WILL BE PERMITTED.2. CASTINGS SHALL BE UNPAINTED AND SHALL HAVE "SANITARY SEWER" CAST INTO COVER. LETTERS SHALL BE RAISED AND CLEARLY VISIBLE.3. MANHOLE RING AND COVER SHALL WITHSTAND H-20 VEHICULAR TRAFFIC.4. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5% RING 155 LBS., COVER 160 LBS., UNIT 315 LBS.5. PERFORATED COVERS WILL NOT BE ALLOWED.6. SUPPLY SOCKET FOR TURNING CAM LOCK MECHANISM. ONE SOCKET PER PROJECT.7. USE OF CONCRETE GRADE RINGS ARE NOT ALLOWED, UNLESS APPROVED BY THE HCPW PROJECT COORDINATOR.8. THIS DETAIL IS TO BE USED ON ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS, UNLESS OTHERWISE APPROVED.9. REFER TO DETAIL S.17 FOR INSTALLATION OF VENT STACK.N.T.S.ARYITNSAARYITNSA1 OF 1S.7COVER A48-83,CL 35FRAME A48-83,CL 30COVER FRAME 3/4"4"1"FRAME PLAN2-7/8"1/2"COVER SECTION23-1/2"23 1/2"COVER BACKPICK SLOT DETAIL3/4"COVER FACEDWG. NO. SHEET NO.STANDARD TRAFFIC AREA MANHOLERING AND COVER2016-S7 RING COVER.dwg@ FINAL8"min THICKNESS 3000 PSI CLASS "A"CONCRETE COLLAR 3-6% AIRENTRAINMENT ALL AROUND FRAME.(WHEN UTILIZING CONCRETE GRADERINGS THE CONCRETE COLLAR SHALLEXTEND TO 2"min BELOW THE TOP OFCONE.)12.5"MORTAR (TYP)BED OF CLEAN FRESH2" MIN12" MIN.2" MIN.CONCRETE COLLAR -PAVED AREASNOTES:25"23.75"31"4"3/8"1. DETAIL TO BE USED IN PAVED AREAS ONLY. ALL OTHER MANHOLES SHALL BE IN ACCORDANCE WITH DETAIL S.6, UNLESS OTHERWISE APPROVED.2. MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY CAST IRON CONFORMING TO ASTM SPEC. A48-83 CL 30/35 RESPECTIVELY, MANUFACTURED BY SAME MANUFACTURER. ALL CASTINGS SHALL CONFORM TO THE SHAPE AND DIMENSIONS SHOWN. THEY SHALL BE CLEAN AND PERFECT, WITHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY KIND, TENDING TO IMPAIR THEIR STRENGTH. NO PLUGGING OR STOPPING OF DEFECTIVE HOLES WILL BE PERMITTED.3. CASTINGS SHALL BE UNPAINTED AND SHALL HAVE THE "SANITARY SEWER" CAST INTO COVER. LETTERS SHALL BE RAISED AND CLEARLY VISIBLE.4. MANHOLE RING AND COVER SHALL WITHSTAND H-20 VEHICULAR TRAFFIC. ROCKING COVERS SHALL NOT BE ACCEPTABLE.5. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5% RING 175 LBS., COVER 135 LBS, UNIT 310 LBS.6. PERFORATED COVERS WILL NOT BE ALLOWED.22"GRADENO. DATE REVISIONN.T.S.DATE JULY 01, 2016EXTEND SS TO R/W ORPROPERTY LINE (D.I. ORPVC, DEPENDING ONLATERAL MATERIAL)4' TO 6'UNLESS OTHERWISEAPPROVED BY HCPW45° BEND.FOR PVCLATERALS,UTILIZE SDR-26GASKETEDFITTINGS.FOR DI LATERALS,UTILIZE MJFITTING WITHTRANSITIONGASKET ORPUSH-ON DI x PVCFITTING.DATE JULY 01, 20161 OF 1SHEET NO.S.102016-S10 RESSLAT.dwgREVISIONDATENO.DWG. NO.SEWER SERVICE LATERAL(4-INCH AND 6-INCH)THREADED CASTTHREADED SLOTTEDCAST IRON PLUGSEE NOTES 7 & 8 ON S.11PVC SDR-26 OR D.I. TEE CLAMPSSTEEL HOSESTAINLESSIRON HUBNOTES SEE DETAIL S.11FOR SEWER SERVICE LATERAL AREAS 36" MIN.FLOWTAPPING SADDLE(OPTIONAL)SEE CLEANOUT CAP ASS'YSEE NOTE 3 DETAIL S.11 TRAFFIC CAPMIN. 1/4" THICK EPDM COUPLINGSET AT GRADE IN PAVED AREAS AND SHALL BE COVER NON TRAFFIC CAP SHALL HAVE 2" UNDISTURBED SOILSTAINLESSASSEMBLYPERMANENT CLEANOUT CAP5' MIN.RISER SHALL BE 4" SDR-26 PVCEXCEPT IT SHALL BE 4" D.I. IF THELATERAL ITSELF IS DUCTILE IRONC/O CAP ASSEMBLY4" C.I./PLASTIC4" A.C./D.I. TO4" MIN.PROPER GRADE AND INSTALLACCEPTED ADJUST STACK TOTESTING, AFTER TEST AREGRADE WITH GLUE CAP FOREXTEND STACK 18" MIN. ABOVE2"TAPINLET4" OR 6"PERMANENT ASS'YSTEEL STRAPSINGLE WIDE1% FOR 6"MIN. SLOPE 2% FOR 4"VARIES(TYP.)1'- 6" PVC SDR-26 GASKETEDCOMBINATION (SEENOTE 18 ON S.11) ORMECH JOINT FITTINGS,IF D.I. LATERAL.GLUE CAPFOR AIRTESTING (TO REMAIN)STONE SHALL BEEXTENDED TO BEDLATERAL CONNECTIONFROM UNDISTURBED SOILNOTE: TAP SHALL BE 4 1/2"FOR 4" LATERAL, ANDSHALL BE 6 1/2" FOR 6"LATERAL.STANDARD TEECONNECTIONTAPPING SADDLE WITH STRAPAND ALIGNMENT FLANGE(GENCO OR APPROVED EQUAL).SEE TABLE ON S.11PROPERTY LINE
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6N.T.SSEWER SERVICE LATERAL NOTES1.HOLE IN SANITARY SEWER MAIN MUST BE CUT WITHSHELL CUTTER NO HAMMER TAPS ALLOWED.2.LATERAL SHALL CONFORM TO ASTM SPECS. D-3034SDR-26 UNLESS OTHERWISE INDICATED AS D.I.3.ALL PIPE & FITTINGS SHALL BE 4" OR 6" UNLESSOTHERWISE SPECIFIED.4.ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OFCERAMIC EPOXY (PROTECTO 401). THE ENTIRE D.I.LATERAL SHALL BE COMPRISED OF D.I. PIPE &MECHANICAL JOINT FITTINGS.5.ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALSINSTALLED.6.SANITARY SEWER SERVICE C/O STACK SHALL BELOCATED 18" FROM WATER SERVICE LOCK VALVE WHENIN THE SAME DITCH.7.INSTALLATION OTHER THAN AS SHOWN MUST BEAPPROVED BY THE HCPW.8. CONNECTIONS TO THE TOP OF MAIN SHALL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE HCPW PROJECT COORDINATOR.9. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE DETERMINED BY THE TOPOGRAPHY OF THE LOT AS APPROVED BY THE HCPW ENGINEER OR AS INDICATED ON THE DRAWINGS.10. LATERAL SHALL CONFORM TO THE 2% MINIMUM SLOPE FOR THE 4" OR THE 1% MINIMUM SLOPE FOR THE 6". MAXIMUM CLEAN OUT SPACING FOR 4" PIPE 75', 6" PIPE 100'.11. SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR SLIDE & SHELF DETAIL FOR VERTICAL DROPS OF MAINS AND LATERALS.12. LATERALS LESS THAN 3' IN DEPTH OR GREATER THAN 20' DEPTH SHALL UTILIZE DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC EPOXY (PROTECTO 401), OR WHEN SEPARATION REQUIREMENTS CANNOT BE MET.13. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED CONCURRENTLY WITH SEWER MAIN.14. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED PRIOR TO FLUSHING SANITARY SEWER MAINS.15. LATERAL SHALL NOT BE BACK-FILLED UNTIL INSPECTED BY THE HCPW PROJECT COORDINATOR.16. WYE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS INTO A MANHOLE.17. IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR, STONE BEDDING IS REQUIRED TO BE INSTALLED FROM UNDISTURBED (SEE DETAIL S.12) SOIL TO BOTTOM OF BEND.18. PVC COMBINATION SHALL BE A MOLDED WYE AND BEND, GASKETED, SDR-26, AS MANUFACTURED BY HARCO, GPK OR APPROVED EQUAL.19. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORE THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4' DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL BE USED IF THE ABOVE CONDITIONS ARE NOT MET.20. ALL LATERALS (4" AND 6") SHALL UTILIZE A 4" RISER (STACK).21. REFER TO DETAIL S.12 FOR SEPARATION REQUIREMENTS.22. FOR SINGLE FAMILY RESIDENTIAL LOTS, CLEAN-OUT SHALL BE LOCATED 18" FROM R/W OR EASEMENT. FOR ALL NON-SINGLE FAMILY LOTS, CLEAN-OUT SHALL BE NO CLOSER THAN 10' TO FRONT OF BUILDING, UNLESS OTHERWISE APPROVED BY HCPW. PVC Main DI MainDI Lateral DI fitting or approved saddle MJ fitting or approved saddlePVC Lateral PVC fitting or approved saddle MJ fitting with transition gasket or approved saddleTHE FOLLOWING TABLE SUMMARIZES THE MATERIALS TO BE UTILIZED FORSEWER MAIN TO LATERAL CONNECTIONS:DATE JULY 01, 20162016-S11 RESSLAT notes.dwgDWG. NO.1 OF 1SHEET NO.S.11SEWER SERVICE LATERAL NOTES(4-INCH AND 6-INCH)NO.DATEREVISIONFOR 18" PIPE .13yd3/ft. OF PIPEFOR 24" PIPE .15yd3/ft. OF PIPEFOR 42" PIPE .32yd3/ft. OF PIPEFOR 48" PIPE .36yd3/ft. OF PIPEFOR 36" PIPE .25yd3/ft. OF PIPEFOR 30" PIPE .19yd3/ft. OF PIPEFOR 48" RCP/DI B=6', D=6'FOR 30" RCP/DI B=4'-6", D=4'-6"FOR 15" PVC/DI B=3', D=3'FOR 18" PVC/DI B=3', D=3'FOR 24" RCP/DI B=4', D=4'-0"FOR 42" RCP/DI B=6', D=5'-6"PEA GRAVEL, OR WELL GRADED CRUSHED ROCKTHE FULL WIDTH OF THE TRENCH.FOR 15" PIPE .11yd3/ft. OF PIPEFOR 12" PIPE .09yd3/ft. OF PIPEFOR 8" PIPE .067yd3/ft. OF PIPEACCORDANCE WITH THE FOLLOWING CHART TO PRODUCE BEDDING MATERIAL SHALL BE INSTALLED AND PAID FOR IN PLACED IN LAYERS NOT TO EXCEED 6" LOOSE LIFTS FORTHE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN, COARSEFOR 8" PVC/DI B=2', D=3'-0"FOR 12" PVC/DI B=2', D=3'-0"TO 90% MAXIMUM DENSITY ASPIPE DIASEE NOTES 1 & 2.DETERMINED BY ASTM D698TO 12" ABOVE TOP OF PIPESELECT BEDDING MATERIALBDIA/2(MIN 4")MAX (DIA/2)AS DETERMINED BY ASTM D698COMPACTED TO 95% MAX. DENSITYLAST 3' OF FILL IN PAVED AREASSEE PAVT PATCH DETAIL FORVARIABLE SLOPE6" LAYERS AND COMPACTEDBACKFILL SHALL BE PLACED INUNDISTURBED SOIL4.3.2.NOTES:BEDDING MATERIAL QUANTITIES ARE CALCULATED BASED ON THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL 2.CLASS B BEDDING. 5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID FOR IN THE AMOUNT OF THE AUTHORIZED QUANTITY.6. BEDDING MATERIAL SHALL BE PROPERLY RODDED AROUND THE PIPE HAUNCHES.1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE CONSTRUCTION STANDARDS FOR EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART 1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON ON THE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WORK.7. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED AT THE MINIMUM PRACTICAL WIDTH.BE INSTALLED REGARDLESS OF PIPE MATERIAL.NO OVERAGE ALLOWED SEENOTE 4SUBBASE SHALL BE UNDISTURBEDSOIL. WHERE SOIL IS DEEMEDUNSUITABLE BY THE HCPWPROJECT REP. AUTHORIZED AREASHALL BE UNDERCUT ANDBACKFILLED WITH SELECTBEDDING MATERIAL. AREAS NOTAUTHORIZED AS UNDERCUTSHALL BE BACKFILLED ATCONTRACTORS EXPENSE WITHSELECT BEDDING MATERIAL.DATE JULY 01, 2016SHEET NO.1 OF 1DWG. NO.NO.DATEREVISIONSEWER BEDDING2016-S13 SEWER BEDDING.dwg12"
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SEE NOTE #2S.13N.T.SDATE JULY 01, 2016SHEET NO.1 OF 1DWG. NO.NO.DATEREVISIONN.T.S.2016-S20 TERMINAL MANHOLE.dwgS.20TERMINAL MANHOLEFLOW CHANNELSLOPE NOTESSEAL AROUND PIPERING AND COVER AND STEPSALIGN OVER INVERT OUTSHAPE FLOW CHANNEL TO3/4 HEIGHT OF OUTLET PIPESLOPE TOP OF CONCRETESHELF (1:12 MIN/2:12 MAX)TOWARD TROUGHS
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FLOW CHANNELSLOPE SHAPE FLOW CHANNEL TO3/4 HEIGHT OF OUTLET PIPESLOPE TOP OF CONCRETESHELF (1:12 MIN/2:12 MAX)TOWARD TROUGH4" TROUGH4" LATERAL(LOCATION VARIES)RING AND COVER AND STEPSALIGN OVER INVERT OUT1. MANHOLE AND CONNECTIONS SHALL BE IN ACCORDANCE WITH HCPW STANDARD MANHOLE.2. BRICK USED FOR INVERT AND SHELF CONSTRUCTION SHALL BE NCDOT STANDARD CONCRETE JUMBO BRICK, MEETING ASTM C55 GRADE J-11 EXCEPT ABSORPTION LESS THAN 10 LBS/CUFT.3. MATERIAL USED TO SEAL AROUND PIPE SHALL BE NON-SHRINK GROUT.4. MANHOLE SHALL BE CONSTRUCTED OF PRECAST CONCRETE. FIBERGLASS MANHOLE IS NOT ACCEPTABLE.5. MANHOLE MEETS ALL REQ. OF ASTM C478.6. CONCRETE IS MINIMUM 4000 PSI COMPRESSIVE STRENGTH.7. MANHOLES GREATER THAN 12' IN DEPTH SHALL HAVE MIN. 6" EXTENDED BASE.8. SEE STANDARD MANHOLE DETAIL FOR ADDITIONAL REQUIREMENTS.9. MORTAR SLIDE SHALL BE USED FOR LESS THAN 1 FOOT SEPARATION BETWEEN INVERT OUT & INVERT OF INCOMING PIPE.10. PIPE SLIDE REQ'D WHERE VERTICAL SEPARATION BETWEEN PIPE INVERTS IS GREATER THAN 1 ' AND LESS THAN OR EQUAL TO 2.5'.11. INTERIOR DROP STRUCTURE REQUIRED WHERE VERTICAL SEPARATION BETWEEN INVERTS EXCEEDS 2.50'. SEE INTERIOR DROP STRUCTURE DETAIL.12. VERIFY SLIDE INSTALLATION WITH PROJECT COORDINATOR PRIOR TO CONSTRUCTION.13. MANHOLE AND CONNECTIONS SHALL BE IN ACCORDANCE WITH HCPW STANDARD MANHOLE DETAIL.14. THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE SHALL BE 1%, UNLESS OTHERWISE APPROVED BY HCPW.15. WHEN EXTENDING IN FUTURE, CONNECT TO EXISTING MH PER HCPW STANDARDS16. THE LATERAL INVERT SHALL BE AT THE TOP OF SHELF. AT TERMINAL MANHOLES,THE CROWN OF THE LATERAL SHALL BE NO LOWER THAN THE CROWN OF THE OUTGOING SEWER MAIN,UNLESS OTHERWISE APPROVED BY HCPWSLOPESLIDE DETAIL FOR LATERALSENTERING MANHOLE.ALSO SEE DETAIL S.48" OUT18. NO MORE THAN 5 LATERALS SHALL ENTER A 5' DIAMETER MANHOLE.19. USE OF TEE-WYES ON LATERALS IS NOT ALLOWED.17. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORE THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4' DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN INDIVIDUAL TROUGH UNLESS THEY HAVE A SLIDE OR DROP STRUCTURE. 5' DIAMETER MANHOLES SHALL BE USED IF THE ABOVE CONDITIONS ARE NOT MET.SHEET NO.1 OF 1DWG. NO.NO.DATEREVISIONN.T.S.2016-S18-PENETRATION-DETAIL.dwg3/4D 2"1.5 D2 MAX.ED1 1:12 D2 D1 8121518 D216.5014.2511.009.004" 6" 8" 12" 15" 18"17.0014.7511.509.5017.5015.2512.0010.0018.5016.2513.00-19.2517.00--20.00---TO FIND "E" ENTER CHART AT LEFT WITH EFFLUENT PIPE SIZEAND ENTER PIPE AT TOP WITH INFLUENT PIPE SIZE. "E" DISTANCEIS POINT OF CONVERGENCE OF COLUMN AND ROW.4" @2.00% MIN.6" @ 2.00% MIN./LATERAL8" @ 0.40% MIN.12" @ 0.22% MIN.15" @ 0.15% MIN.18" @ 0.12% MIN.MAIN OR LATERALMIN SLOPE24---21.0021.5022.0026.0024.50"23.7523.00 24"-NOTES:1. SEE HCPW STANDARD MANHOLE AND PIPE SLIDE, MORTAR SLIDE AND SHELF DETAILS FOR ADDITIONAL INFORMATION.3. WHERE SANITARY SEWER OUTFALLS AND MAINS ARE BEING CONSTRUCTED THE TOP OF THE EFFLUENT PIPE AND THE TOP OF THE INFLUENT PIPE SHALL BE AT THE SAME ELEVATION UNLESS CONNECTION TO AN EXISTING OUTFALL2. THE "E" DISTANCES INDICATED ARE FOR ALLOWABLE. AND ARE THE MINIMUM DISTANCE WHERE 5' MH IS REQUIRED ADD 1/2" TO "E" DISTANCE TO ACCOUNTFOR THE ADDITIONAL 6" OF SHELF SLOPE.CONDITIONS ARE PROHIBITIVE TO THIS PRACTICE.S.186" @ 0.67% MIN./MAINMH CONNECTION DESIGN GUIDEDATE JULY 01, 2016
I:\Carroll Thomas\1119-Wedgefield\CIVIL 3D\DWG\1119-PHASE IV DESIGN.dwg l C6.5 DET l 6.19.2018 6:13:03 AM
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OFESSIONALC.SCOTT BROWNENGINEERSTORM DETAILSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-6.5SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018NOT TO SCALE5/8"AB BACK OF CURBXYYXTOP ELEVATIONPLAN1'-0"8"6"8"BDMIN.MIN.MIN.TOP ELEVATIONHSECTION X-XFRAME, GRATE AND HOODSEE STD. NO. 840.03NOTES:BRICK CATCH BASIN840.01SHEET 1 OF 2BRICK CATCH BASIN
ENGLISH STANDARD DRAWING FOR
12" THRU 54" PIPE BRICK CATCH BASINENGLISH STANDARD DRAWING FOR12" THRU 54" PIPE840.01SHEET 1 OF 2MORTAR JOINTS 1/2" ± 1/8" THICK.USE CLASS "B" CONCRETE THROUGHOUT.USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.USE #4 BAR DOWELS AT 12" CENTERS.PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.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.CHAMFER ALL EXPOSED CORNERS 1".DRAWING NOT TO SCALE.1-121-12
NTSD HSECTION Y-Y6"8"6"6"8"8"AMIN.MIN.MIN.WHERE 30" TO 36" PIPE IS USED8"MIN.RISER HT.VARIESRISER HT.VARIES8"WHERE 42" TO 54" PIPE IS USED6"1'-0"8"MIN.6"MIN.8"MIN.H BFRAME, GRATE AND HOODSEE STD. NO. 840.03EDCTOP ELEVATIONSECTION J-JWHERE 30" TO 36" PIPE IS USEDEBAF JJPLANDETAIL SHOWING METHODOF RISER CONSTRUCTIONSEE NOTEEAGD6"MIN.8"MIN.MIN.8"H3"TOP ELEVATIONSTEPS - STD. NO. 840.666"SECTION M-MWHERE 42" TO 54" PIPE IS USEDPLANMMF EB ASTEPS - STD. NO. 840.66STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.BRICK CATCH BASIN840.01SHEET 2 OF 2BRICK CATCH BASIN
ENGLISH STANDARD DRAWING FOR
12" THRU 54" PIPE BRICK CATCH BASINENGLISH STANDARD DRAWING FOR12" THRU 54" PIPE840.01SHEET 2 OF 21-121-12FEHGCBADNO.LENGTHLENGTHNO.NO.LENGTHMIN. HEIGHTWIDTHSPANPIPEBARS-USPANWIDTHBARS-VBARS-WTOTALLBS.TOPSLABBOTTOMSLABTOTALCONC.BRICK MSNR.IN WALLSTOTALBRICK ANDCONCRETE12"15"18"24"30"36"42"48"54"3'-0"2'-2"3'-10"3'-4"4'-5"5'-0"5'-7"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"- -- -- -- -- -- -- -- -- -- -- -- -1'-2"1'-8"1'-5"2'-0"2'-7"4'-4"4'-4"3'-6"3'-6"3'-6"444446'-3"5'-9"5'-3"4'-9"4'-3"3'-9"3'-3"3'-0"2'-9"1'-6"2'-0"1'-9"2'-6"3'-0"343464'-1"4'-1"3'-3"3'-3"3'-3"333334'-1"4'-1"3'-3"3'-3"3'-3"4549384147TOP SLABDIMENSIONS0.1470.1870.1350.1730.2110.4480.4100.3730.4150.3740.2810.2810.2810.2810.2810.2810.2810.2810.6590.5830.5080.6020.5211.2041.0430.9630.8832.8062.4152.1521.9141.6061.4851.3241.2441.1643.4652.9982.6602.5162.2170.0780.0440.0310.0200.3960.3130.2400.1760.1220.1210.0650.0470.0420.5950.4770.3710.2610.184R.C.C.M.CU. YDS. CONC. IN BOXBRICK MASNARYDEDUCTIONSONE PIPEDIMENSIONS OF BOX AND PIPEMINIMUM DIMENSIONS AND QUANTITIES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)** RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHTSECTION R-RSECTION S-SPLAN OF TOP SLABPLANELEVATIONDOWEL#4 BARS "V"@3 EQUAL SPACES#4 BARS "U"#4 BARS "V"@3 EQUAL SPACESRRSS@ EQUAL SPACES
#4 BARS "U"
3"3"
F 8"E6"1 1/2"3"1 1/2"6"@ EQUAL SPACES
#4 BARS "U"
3"3"
F
STD. 840.03 FRAME,GRATE & HOODEXPANSION JOINTS6-0"4'-6"4'-6"CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES#4 BAR6"12"8"E#8"W" BARS6"1 1/2"ELEVATION3'-0"3'-0"8"6"NORMAL CURB AND GUTTER ON LIGHT GRADESEXPANSION JOINTTOP ELEVATIONUSE ON FLAT GRADES 2% AND UNDEREXPANSION JOINTDEPRESSED GUTTER LINETOP ELEVATIONEXPANSION JOINTNORMAL CURB AND GUTTER ON STEEP GRADESDEPRESSED GUTTER LINEEXPANSION JOINTNORMAL GUTTER LINE10" MAX6"6'-0"8"1'-0"USE ON GRADES OVER 2%STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.NTS5/8"AB XYYXPLAN1'-0"6"6"6"BDTOP ELEVATIONH 3"3"SEE NOTEFRAME, GRATE AND HOODSEE STD. NO. 840.03SECTION X-XGENERAL NOTES:USE CLASS "B" CONCRETE THROUGHOUT.PROVIDE ALL CATCH BASINS 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 CONSTRUCTION OF THE BOTTOM SLAB.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABAS SHOWN ON STD. NO. 840.00.USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.FOR 8'-0" IN HEIGHT OR LESS, USE 6" WALLS AND BOTTOM SLAB. OVER8'-0" TO 16'-0" IN HEIGHT, USE 8" WALLS AND BOTTOM SLAB. ADJUSTQUANTITIES ACCORDINGLY.CONSTRUCT WITH PIPE CROWNS MATCHING.CHAMFER ALL EXPOSED CORNERS 1".DRAWING NOT TO SCALE.CONCRETE CATCH BASIN840.02SHEET 1 OF 2BRICK CATCH CONCRETE
ENGLISH STANDARD DRAWING FOR
12" THRU 54" PIPE BRICK CATCH BASINENGLISH STANDARD DRAWING FOR12" THRU 54" PIPE840.02SHEET 1 OF 21-121-12TOP ELEVATIOND HSECTION Y-Y6"8"6"6"6"A6"WHERE 30" TO 36" PIPE IS USED3"1'-0"RISER HT.VARIESRISER HT.VARIESAWHERE 42" TO 54" PIPE IS USED6"DC6"6"6"WHERE 30" TO 36" PIPE IS USEDSECTION J-JFRAME, GRATE AND HOODSEE STD. NO. 840.03TOP ELEVATION6"BE3"1'-0"HJJPLANDETAIL SHOWING METHODOF RISER CONSTRUCTIONPLANFA BMMF
AB DGWHERE 42" TO 54" PIPE IS USEDSECTION M-M6"6"6"EA6"
H TOP ELEVATIONBACK OF CURBSTEPS - STD. NO. 840.66STEPS - STD. NO. 840.66STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.NTSCONCRETE CATCH BASIN840.02SHEET 2 OF 2CONCRETE CATCH BASIN
ENGLISH STANDARD DRAWING FOR
12" THRU 54" PIPE CONCRETE CATCH BASINENGLISH STANDARD DRAWING FOR12" THRU 54" PIPE840.02SHEET 2 OF 21-121-12PLAN OF TOP SLAB#4 BARS "V"@3 EQUAL SPACESRRSSF 6"E6"1 1/2"3"@ EQUAL SPACES
#4 BARS "U"
3"3"
@ EQUAL SPACES
#4 BARS "U"
3"3"1 1/2"6"F
PLANSTD. 840.03 FRAME,GRATE & HOODEXPANSION JOINTS6-0"4'-6"4'-6"CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADESDOWEL#4 BAR6"12"SECTION R-R#4 BARS "V"@3 EQUAL SPACES#4 BARS "U"6"E#8"W" BARS6"1 1/2"ELEVATIONFEHGCBADNO.LENGTHLENGTHNO.NO.LENGTHMIN. HEIGHTWIDTHSPANPIPEBARS-USPANWIDTHBARS-VBARS-WTOTALLBS.TOPSLABBOTTOMSLABTOT. CONCFPR MINIMUMHEIGHT, H12"15"18"24"30"36"42"48"54"3'-0"2'-2"3'-10"3'-4"4'-5"5'-0"5'-7"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"3'-0"2'-2"- -- -- -- -- -- -- -- -- -- -- -- -1'-2"1'-8"1'-5"2'-0"2'-7"4'-0"4'-0"3'-2"3'-2"3'-2"444446'-3"5'-9"5'-3"4'-9"4'-3"3'-9"3'-3"3'-0"2'-9"1'-5"1'-11"1'-8"2'-3"2'-10"232353'-9"3'-9"2'-11"2'-11"2'-11"333333'-9"3'-9"2'-11"2'-11"2'-11"3943323541TOP SLABDIMENSIONS0.1230.1610.1120.1450.1800.4480.4100.3730.4150.3740.2810.2810.2810.2811.0010.8870.8290.7722.3872.0521.7381.7141.4330.0590.0330.0230.0150.2970.2350.1800.1230.0920.0850.0490.0360.0260.4010.3170.2430.1780.127CU. YDS. CONC. IN BOXDIMENSIONS OF BOX AND PIPEMINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)** RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHTSECTION S-SDEDUCTIONSONE PIPER.C.C.M.3'-0"3'-0"8"6"NORMAL CURB AND GUTTER ON LIGHT GRADESEXPANSION JOINTTOPELEV.USE ON FLATGRADES 2% AND UNDEREXPANSION JOINTDEPRESSED GUTTER LINEELEVATIONTOPELEV.EXPANSION JOINTNORMAL CURB AND GUTTER ON STEEP GRADESDEPRESSED GUTTER LINEEXPANSION JOINTNORMAL GUTTER LINE10"MAX6"6'-0"8"1'-0"USE ON GRADES OVER 2%STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.NTSONE OF THE FOLLOWING FISH LOGOS MUST APPEAR ON HOODFRAME, GRATES, AND HOOD840.03SHEET 1 OF 2FRAME, GRATES, AND HOODENGLISH STANDARD DRAWING FORFOR USE ON STANDARD CATCH BASIN840.03SHEET 1 OF 21-121-12
FRAME, GRATES, AND HOOD
ENGLISH STANDARD DRAWING FOR
FOR USE ON STANDARD CATCH BASINPLANFRAME, GRATE, & HOOD ASS'Y31 1/4"43'AABBSECTION -AASECTION - BBFRAME PLANSECTION - KKHOOD ELEVATIONSECTION - RRSECTION - JJSECTION - NNSECTION - PPNOTE: USE TYPE "E" , "F" AND "G" GRATEUNLESS OTHERWISE NOTED.ALIGN FRAME WITH INSIDEEDGE OF WALL TO ALLOWFOR VERTICAL ADJUSTMENTWALL SECTIONSECTION - LLSECTION - MMPPNN1 3/4"
2 3/4"2 1/8"2 1/8"3/4"7"
7"
1"1"1 3/8"
1"2 3/8"3 1/2"3 1/2"3'-0"3/4"11/16"11/16"3/4"11/16"3/4"VAR.6"6"4"KJKMLMLJ2'-0"6"6"3'-0"2 1/8"2'-4 5/8"
2'-5 7/8"
9"9"3"RR1'-1 1/2"11"4"3'-0 7/8"2'- 0"6"6"4 3/4"11/16"3/4"3/4"1 1/2"1"2'-11 1/2"5 5/8"3" R1/2"1/2"1/2"4 5/8"1/2"1'-1 1/2"
2 1/8"2 1/8"
5 1/8"
5/8"2'-0"
4 5/8"
9"9"6"4"3/4"7"5 1/2"
5/8"1 3/4"1 3/4"1 3/4"STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.NTS840.03SHEET 2 OF 2840.03SHEET 2 OF 21-121-12FRAME, GRATES, AND HOODENGLISH STANDARD DRAWING FORFOR USE ON STANDARD CATCH BASINFRAME, GRATES, AND HOOD
ENGLISH STANDARD DRAWING FOR
FOR USE ON STANDARD CATCH BASINFRAME, GRATES, AND HOODTYPE "G"TYPE "E"TYPE "F"TYPE "G"TYPE "E"TYPE "F"DETAILS SHOWNING TYPES OF GRATESUSE ACCORDING TO WATER FLOW.WATER FLOWWATER FLOWWATER FLOWWATER FLOWSAGSAGBBAA2'-11 3/4"1'-11 3/4"1 1/2"1 3/4"9 7/8"9 7/8"1 1/2"1"2 3/4"2 1/4"1 1/2"5/8"1 3/4"SECTION A-ASECTION B-BTYPE - E1 1/2"1 1/2"1 1/2"1 3/4"2'-11 3/4"1/16" HIGHTYPE - FAA RAISED FLOW ARROW2 3/4"1 3/4"1 1/2"1 1/2"1 1/2"7/8"1/8"1/8"3/16"SECTION A-ATYPE - G2 3/4"1 3/4"1 1/2"1 1/2"7/8"SECTION A-A1 1/2"1 3/4"2'-11 3/4"1/8"1/8"3/16"1 1/2" RRAISED FLOW ARROW1/16" HIGHAA1 1/2"1 1/2"
1'-11 3/4"STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.NTS
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OFESSIONALC.SCOTT BROWNENGINEERSTORM DETAILSWEDGEFIELDSUBDIVISIONPHASE IVCARROLL THOMAS605 S. Reilly RoadFayetteville, North Carolina 28314Phone:[phone]REVISIONSDRAWING SCALEC-6.6SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSEAN/CHRISSEAN/CHRISSCOTT1119DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:JUNE 18, 2018NOT TO SCALE840.16SHEET 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 HIGHWAYS
RALEIGH, N.C.NTS840.14SHEET 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"H
SEE 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 HIGHWAYS
RALEIGH, 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 TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.NTS