Final Site PlansYIELD
SCOTTSCOTTCHRIS1353NOT TO SCALEVICINITY MAPANDERSON CREEK TOWNSHIPNEAR SPRING LAKE, NORTH CAROLINAHARNETT COUNTYINDEX OF DRAWINGSG1.0 - WATER AND SEWER NOTESC1.0 - EXISTING CONDITIONSC2.0 - SITE PLANC3.0 - GRADING AND EROSION CONTROL PLANC4.0 - UTILITY PLANC5.0 - STORM PROFILEC6.0 - SITE DETAILSC6.1 - EROSION CONTROL DETAILSC6.2 - WATER DETAILSC6.3 - SANITARY SEWER DETAILSC6.4 - STORM DETAILSC6.5 - STORM DETAILSANDERSON CREEK PLAZASHOPPESSITE 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 LOCATEDKnow what'sbelow.before you dig.CallRI:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l 00 CS l 5.8.2018 12:19:52 PM
ANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,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:FOR REVIEW PURPOSES ONLY
FINAL DRAWINGMAY 8, 2018TAX ID# 0514-07-4978.000OVERHILLS ROADANDERSON CREEKTOWNSHIPNEAR SPRING LAKEHARNETT COUNTYNORTH CAROLINASITEEXISTING UTILITY OWNERWATER AND SEWERHARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES700 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.com
I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l 01 G1.0 NOTES l 5.8.2018 12:19:16 PM
WATER & SEWERNOTESANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEG-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDSEE SHEETSDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018‐”””“”“”‐‐“”‐”‐‐”‐”‐‐‐‐‐‐‐¾”””””””””””””‐¾””””‐”“””‐‐””‐‐‐‐‐“”“”‐””‐‐‐”‐‐””””””‐‐‐‐‐‐‐“”‐‐”‐‐‐‐‐‐‐‐‐
551RSR 1120 - OVERHILLS ROAD29930030130230330430530630730830931031131231331431531431331231131030930830730630630530430330230130030531031731
6
31631531431331231131030930831431531631631531431431531531431331231131030930830730630530330
4 305306
307
308
310
311
312
313314315315
302303304305306307308309310310311312313314314313312311310309308307306315300299298.73315.32VICINITY MAPNOT TO SCALEI:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C1.0 EX COND l 5.8.2018 12:29:26 PM
EXISTINGCONDITIONSANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,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:MIKESEANJIMMY1353FOR REVIEW PURPOSES ONLY
FINAL DRAWINGMARCH 7, 2018XXXXXXXXXXXXXXXXFOR REVIEW PURPOSES ONLYFINAL DRAWINGFOR REVIEW PURPOSES ONLYFINAL DRAWINGFOR REVIEW PURPOSES ONLYFINAL DRAWINGFOR REVIEW PURPOSES ONLYFINAL DRAWINGSITE305302
SR 1120 - OVERHILLS ROADYIELD VICINITY MAPNOT TO SCALEHORIZONTAL: 1"=20'I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C2.0 SITE l 5.8.2018 12:37:06 PM
SITE PLANANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-2.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018SITE305302SITE DATA
SR 1120 - OVERHILLS ROAD302303304305306307308309310311312313314315314313312311310317316 31631531431331231431531631631531431431531531431331231131030930830730630530330
4 305306
307
308
310
311
312
313314315315
302303304305306307308309310310311312313314314313312311310309308307306315308.5307.5307306.5305.5304.5309309.5310.0
309.5
309.5309.5309308309310.0311313311.5315311.5313
314313312.5315313.5311312.5313
311.5
311311
308.5307.5307304.5305.0306.5307309315.32SDYIELD 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:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C3.0 G&EC l 5.8.2018 12:38:48 PM
HORIZONTAL: 1"=20'GRADING ANDEROSIONCONTROL PLANANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-3.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018SITE305302
SR 1120 - OVERHILLS ROAD302303304305306307308309310311312313314315314313312311310317316 31631531431331231431531631631531431431531531431331231131030930830730630530330
4 305306
307
308
310
311
312
313314315315
302303304305306307308309310310311312313314314313312311310309308307306315308.5307.5307306.5305.5304.5309309.5310.0
309.5
309.5309.5309308309310.0311313311.5315311.5313
314313312.5315313.5311312.5313
311.5
311311
308.5307.5307304.5305.0306.5307309315.32SDVICINITY 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:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C4.0 UT l 5.8.2018 12:51:21 PM
HORIZONTAL: 1"=20'UTILITY PLANPIN#0514-07-4978.000ANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-4.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018SITE305302
STORM DRAIN -0+25 TO 2+25DI-1 TO DI-10061305313312311310309308
307
30
6
30
5
304305306 307308
313
31
2
311
307.5307306.5305.5304.5 30930
9
.
5310.0309.5
311.5
311311308.5307.5307304.5305.0
30
6
.
5 SDI:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C5.0 PRO l 5.8.2018 12:51:45 PM
STORM PROFILEANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-5.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018HORIZONTAL: 1"=20'VERTICAL: 1"=2'
159106234871011I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C6.0 DETAILS l 5.8.2018 12:26:27 PM
SITE DETAILSANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018NOT TO SCALE24" CURB & GUTTERNTSSPILL TYPECARRY TYPE SPILL TYPECARRY TYPELIGHT DUTY PAVEMENTNTSHEAVY DUTY PAVEMENTNTSCONCRETE DRIVE PAVEMENT SECTIONNTSTURN DOWN SIDEWALKNTS6" BOLLARDNTSDUMPSTER PADNTSHANDICAP SIGNAGE AND PAVEMENT MARKINGSNTSSECTION A-ASECTION B-BISOMETRIC VIEWPLAN VIEWHANDICAP RAMP WITH TRUNCATED DOMESNTSTRUNCATED DOMESSHRUB PLANTINGNTSTREE PLANTINGNTS
17823465910I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C6.1 DETAILS l 5.8.2018 12:27:53 PM
EROSIONCONTROLDETAILSANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018NOT TO SCALETEMPORARY 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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i
n
.50' min.6"AGGREGATE SIZE - USE 2-3 INCH WASHED STONEWIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESSPOINTS OF THE VEHICULAR ENTRANCE AND EXIT LOCATION - LOCATE CONSTRUCTION ENTRANCES ANDEXITS TO LIMIT SEDIMENT FROM LEAVING THE SITEAND TO PROVIDE FOR MAXIMUM UTILITY BY ALLGRAVEL CONSTRUCTION ENTRANCEDIMENSION OF GRAVEL PADTHICKNESS - 6 INCHES MINIMUMAREA, WHICHEVER IS GREATERLENGTH - 50 FT. MINIMUM.WITH 20 FOOT RADIUS AT EXISTINGIN LENGTH AND 12 FEET IN WIDTHGRAVEL ENTRANCE SHALL BE 50 FEETDESIGN CRITERIAFILTER FABRICROADWAY36'-0" MIN2-3" WASHED STONE4'-0"10'-0"AGGREGATETEMPORARY GRAVEL CONSTRUCTION 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 CHARTNTS
1672453I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C6.2 DETAILS l 5.8.2018 12:28:17 PM
WATER DETAILSANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.2SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018NOT TO SCALETYPICAL LAYING CONDITIONSNTSVALVE BOX24"x18" RECTANGULAR17"18"24"3 1/2"18"12"ABAELEVATION ISOMETRICPLAN16 3/4"11"METER BOX DETAIL FOR 3/4" SERVICENTSABS PLASTICTYP. DOMESTIC WATER SERVICE DETAILNTSGENERAL WATERLINE NOTES1. CONTRACTOR SHALL REPAIR ALL WATER LATERALS, AND MAINS DAMAGED DURING CONSTRUCTION.THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS TO HARNETTCOUNTY DISPATCHER AND TO THE OWNER'S REPRESENTATIVE AND SHALL INITIATE IMMEDIATE REPAIRSTO HARNETT COUNTY STANDARDS. CONTRACTOR SHALL NOT OPERATE HARNETT COUNTY WATER MAINVALVES WITHOUT HARNETT COUNTY APPROVAL AND SHALL COORDINATE ALL VALVE CLOSINGS WITH THEHARNETT COUNTY WATER AUTHORITY. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH WATERSYSTEM IN THE AREA SO AS TO LESSEN THE CHANCE OF SERVICE INTERRUPTION.2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBBS OR ANY OTHER METHOD OF BLOW OFF WHICHALLOWS DOMESTIC WATER CONTAINING SEDIMENTS OR HIGH LEVELS OF CHLORINE TO PASS THRURESIDENT'S METERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROMALLOWING "DIRTY" WATER TO ENTER RESIDENT'S PLUMBING SYSTEM, SUCH AS WATER HEATERS, STAINEDCLOTHING, CLOGGED SCREENS, ETC.WATER UTILITY NOTESTYPICAL WATER SERVICE CONNECTIONNTSTYPICAL STORM SEWER CROSSING DETAILNTSTYPICAL 3/4" METER BOX INSTALLATIONNTS
1672345I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C6.3 DETAILS l 5.8.2018 12:28:32 PM
SANITARYSEWER DETAILSANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.3SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018NOT TO SCALESANITARY SEWER(DUCTILE IRON ONLY)(0'-16' DEPTH)PIPE LAYINGCONDITION "C"PIPEO.D.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPE12 PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.D/2D/8≥3"24" + O.D. MAX.12" + O.D. MIN.12 PIPEO.D.MINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURERBEDDED PIPEHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEPIPEO.D.SANITARY SEWER(DUCTILE IRON ONLY)(>16' DEPTH)PIPE LAYINGCONDITION "D"SHAPED SUBGRADETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELPIPE LAYING CONDITIONNTSSANITARY SEWER(0'-8' DEPTH)PIPE LAYINGCONDITION "A"PIPEO.D.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPEMINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURER12 PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.D/8≥3"D/4D/2D/8≥3"24" + O.D. MAX.12" + O.D. MIN.12 PIPEO.D.MINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURERBEDDED PIPEHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEPIPEO.D.SANITARY SEWER(<8'-16' DEPTH)PIPE LAYINGCONDITION "B"SHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELPIPE LAYING CONDITIONNTSFLOWSLOPE112":12"SLOPE112":12"NOTE:1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADETO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE EXCEED 90 DEGREES.3. SEE DETAIL S-24 FOR TYPICAL MANHOLE STRUCTURE.MANHOLE INVERTNTS12" MIN.12" MIN.8" MIN.24" MIN. CLEARANCETRENCH WALLUNIFORM STONE #57UNDISTURBED SOILD.I. SANITARYSEWEREXISTING STORM PIPENOTE:1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTEREDUNDER STORM PIPE FOR ALL CROSSINGS.STORM CROSSING FOR SANITARY SEWERNTSNOTE: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 CONDITIONNTS12" MIN.12" MIN.8" MIN.24" MIN. CLEARANCETRENCH WALLUNIFORM STONE #57UNDISTURBED SOILD.I. SANITARYSEWEREXISTING WATER LINENOTE:1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTEREDUNDER WATER LINE FOR ALL CROSSINGS.WATER LINE CROSSING FOR SANITARY SEWERNTS4" PVC VERTICAL4" SWEEP WYESERVICE LINESANITARY SEWERMAINTEE BRANCHSLOPE MIN. 1%PLUGSTOP AT R/W45°SANITARY TEE(SAME MATERIALAS MAIN)CLEANOUT PLUG AND CAPNOTE:EASEMENT SHALL BE PROVIDED FOR SERVICECONNECTION WHERE SERVICE CONNECTION IS PLACEDOUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.CAST IRON VALVE BOXW/ CHARLOTTE HUB 3'-0"MAX.1' insideRWIN-LINE WYEFITTING FOR NEWCONSTRUCTION ORROMAC-CB SADDLEFOR TAP ON EXISTINGSANITARY SEWER MAIN.BRASS(DO NOT GLUE)SCH 40 PVC VERTICALSCH 40 PVCSCH 40 PVCSEWER SERVICE CONNECTIONNTS
I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C6.4 DETAILS l 5.8.2018 12:28:44 PM
STORM DETAILSANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.4SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 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 HIGHWAYSRALEIGH, 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 TRANSPORTATIONDIVISION 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 HIGHWAYSRALEIGH, 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 TRANSPORTATIONDIVISION 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 HIGHWAYSRALEIGH, N.C.NTS2 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 TRANSPORTATIONDIVISION 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"
I:\Wellons Companies\1353-Anderson Creek Plaza Shoppes\CIVIL 3D\DWG\1353-DESIGN.dwg l C6.5 DETAILS l 5.8.2018 12:28:57 PM
STORM DETAILSANDERSONCREEKPLAZASHOPPESWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.5SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONFOR REVIEW PURPOSES ONLY
FINAL DRAWING
SCOTTSCOTTCHRIS1353DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MAY 8, 2018NOT TO SCALE840.14SHEET 1 OF 1CONCRETE DROP INLET
ENGLISH STANDARD DRAWING FOR
12" THRU 30" PIPE CONCRETE DROP INLETENGLISH STANDARD DRAWING FOR12" THRU 30" PIPE840.14SHEET 1 OF 11-121-12CONCRETE DROP INLETUSE CLASS "B" CONCRETE THROUGHOUT.PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT12" CENTERS AS DIRECTED BY THE ENGINEER.USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABAS SHOWN ON STD. NO. 840.00.CONSTRUCT WITH PIPE CROWNS MATCHING.SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATE NOT SHOWN.INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN APOROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.CHAMFER ALL EXPOSED CORNERS 1".DRAWING NOT TO SCALE.GENERAL NOTES:XXYY2" WEEP HOLESPLANWITH GRATE & FRAME REMOVEDSECTION X-XSECTION Y-YDOWEL#4 BAR6"12"BRICK COPING (INCIDENTAL)TOP ELEVATIONSTD. 540.16 FRAME& GRATEA6"6"4"DOWEL (SEE NOTE)3"6"6"HSEE NOTEMAX PIPE THIS SIDE - 18"6"B6"6"H 4"12"15"18"24"30"3'-0"2'-0"3'-0"2'-0"2'-0"2'-3"2'-6"3'-0"2'-6"0.2220.2220.2220.2220.5920.6480.7030.8140.9250.0920.0590.0330.0230.0150.0260.0360.0490.0850.127DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)PIPESPANWIDTHMIN. HEIGHTDIMENSIONS OF BOX & PIPECUBIC YARDSCONC. IN BOXDEDUCTIONS FORONE PIPEDABHBOTTOMSLABWALL PERFT. HT.TOTALCONCRETEFOR MINIMUMHEIGHT, HC.M.R.C.STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYSRALEIGH, N.C.NTS840.15SHEET 1 OF 1BRICK DROP INLET
ENGLISH STANDARD DRAWING FOR
12" THRU 30" PIPE BRICK DROP INLETENGLISH STANDARD DRAWING FOR12" THRU 30" PIPE840.15SHEET 1 OF 11-121-12BRICK DROP INLETMORTAR JOINTS 1/2" ± 1/8" THICK.USE CLASS "B" CONCRETE THROUGHOUT.USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.USE #4 BAR DOWELS AT 12" CENTERS.DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTSOF SECTION 840 OF THE STANDARD SPECIFICATIONS.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABAS SHOWN ON STD. NO. 840.00.FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.CONSTRUCT WITH PIPE CROWNS MATCHING.SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC.CHAMFER ALL EXPOSED CORNERS 1".DRAWING NO TO SCALE.GENERAL NOTES:12"15"18"24"30"3'-0"2'-0"3'-0"2'-0"2'-0"2'-3"2'-6"3'-0"2'-6"0.2680.3130.0320.0470.0650.1130.1700.9910.8350.6780.6000.5220.0200.0310.0440.0780.122DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)PIPESPANWIDTHMIN. HEIGHTDIMENSIONS OF BOX & PIPECUBIC YARDSCONCRETEDEDUCTIONS FORONE PIPEDABHCUBIC YARDSBRICK MASONRYTOTAL BRICKMASONRY FORMIN. HEIGHT, HWALL PERFOOT HT.BOTTOMSLABC.S.R.C.DOWEL#4 BAR6"12"0.2680.3130.2680.3130.2680.3130.2680.313SECTION X-XSECTION Y-YA8"8"4"SEE NOTE3"6"H
MAX PIPE THIS SIDE - 18"8"B8"6"H
4"XXYYPLANWITH COPING REMOVEDBRICK COPING (INCIDENTAL)TOP ELEVATIONSTD. 540.16FRAME & GRATESTATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS
RALEIGH, N.C.NTS840.16SHEET 1 OF 1DROP INLET FRAME AND GRATESENGLISH STANDARD DRAWING FORFOR USE WITH STD. DWG.S 840.14 AND840.15840.16SHEET 1 OF 11-121-12DROP INLET FRAME AND GRATEDROP INLET FRAME AND GRATES
ENGLISH STANDARD DRAWING FOR
FOR USE WITH STD. DWG.S 840.14 AND840.15 1'- 7 5/8"1'- 7 5/8"1" DEPRESSION2"SECTION G-GSECTION H-H2'- 3 1/4"2"1 3/16"GH2'-3 1/4"1 15/32"1 15/32"1 5/8"1 1/2"1 1/2"1 5/8"HG1'-4 1/2"1'-4 1/2"1'-7 5/8"1'-7 5/8"3'-6"2'-6"FEFEPLAN OF GRATINGCAST IRONPLAN OF FRAMECAST IRONSECTION E-ESECTION F-F3'- 3 3/4"3/4"3/4"3'- 2"3'- 1 3/4"3'- 6"1/8"1"1/8"1/8"1/8"1"2 1/8"2"2"4"3/4"1/8"1"1/8"2 1/8"3/4"1/8"1/8"1"2"
2"
4"2'- 2"2'- 1 3/4"2'- 6"2'- 3 3/4"STATE OFNORTH CAROLINADEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSRALEIGH, N.C.STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYSRALEIGH, N.C.NTS