20190581 Ver 1_APPROVED Construction Drawings_20190501

CONSTRUCTION DRAWINGSJOHNSTON COUNTY, NCIN114 W. MAIN STSAM'S BRANCH, LLCDEVELOPER/APPLICANT:919-763-7278CONTACT/AGENT: DONNIE C. ADAMS, PECLAYTON, NC 27520SITE VICINITY MAPNOT TO SCALECARDINAL PRESERVESUBDIVISION314 East Main StreetClayton, NC 27520919-243-1332 [e-mail] # C-4187ADAMS & HODGEENGINEERING, PCSHEET INDEXSHEET No.SHEET TITLEMAY 8, 2018WENDELL RDOLD JOHNSON RDAPPLEWHITE RDLAKE WENDELL RDSALEM CHURCH RDSITESITE & UTILITY PLAN.......................................................................................C1OVERALL EROSION CONTROL PLAN.........................................................................................................................C2EROSION CONTROL AND GRADING PLAN 1..............................................................................C3EROSION CONTROL AND GRADING PLAN 2.............................................................................................C4EROSION CONTROL FOR HOME CONSTRUCTION....................................................C5PLAN & PROFILE STREET "A" STA 0+00 TO STA 9+61.55............................C6PLAN & PROFILE STREET "B" STA 0+00 TO STA 10+50..............................C7PLAN & PROFILE STREET "B" STA 10+50 TO STA 20+50...............................C8PLAN & PROFILE STREET "B" STA 20+50 TO STA 23+84.95.............................C9EROSION CONTROL DETAILS 1...................................................D1EROSION CONTROL DETAILS 2..................................................D2WATER DETAILS 1.....................................................................D3WATER DETAILS 2.....................................................................D4GENERAL DETAILS 1.....................................................................D5MAY 14, 2018 - REVISED PER JOHNSTON COUNTY EROSION CONTROL COMMENTSMAY 17, 2018 - REVISED PER JOHNSTON COUNTY WATER SYSTEM COMMENTSAPRIL 8, 2019 - REVISED CULVERT 3 PER ENGINEER APPROVED FOR CONSTRUCTION 11:47 am, Apr 08, 2019
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DYHN/FJAMES RODNEY SEALEYDEBORAH ANN SEALEYTAG: 16K02049GTAX: 4757920PIN: 179100-49-2231BOOK/PAGE: 04809/0843ZONING: ARN/FRANDY L. EDWARDSRHONDA B. EDWARDSTAG: 16K02049HTAX: 4734093PIN: 179100-39-3293BOOK/PAGE: 04834/0001ZONING: ARN/FCOUNTY OF JOHNSTONTAG: 16K02049ETAX: 4670931PIN: 179100-49-7055BOOK/PAGE: 03573/0635ZONING: ARN/FCOUNTY OF JOHNSTONTAG: 16K02027ETAX: 4684492PIN: 179100-67-5865BOOK/PAGE: 03561/0693ZONING: ARN/FGEORGE E. HUTTONPATRICIA A. HUTTONTAG: 16K02019CTAX: 4640949PIN: 179100-57-4466BOOK/PAGE: 02120/0025ZONING: ARN/FROBERT S. MAYHEWASHLEY D. MAYHEWTAG: 16K02019ETAX: 4495098PIN: 179100-47-6468BOOK/PAGE: 04970/0125ZONING: ARN/FWILLIAM GLASERVICTORIA GLASERTAG: 16K02049CTAX: 4883401PIN: 179100-47-3685BOOK/PAGE: 04770/0353ZONING: ARN/FWILLIAM GLASERVICTORIA GLASERTAG: 16K02049CTAX: 4883401PIN: 179100-47-3685BOOK/PAGE: 04770/0353ZONING: ARN/FW. ODELL EDWARDSIRREVOCABLE TRUSTMELANIE E. DURHAMTAG: 16K03026DTAX: 4701653PIN: 179100-16-8552BOOK/PAGE:ZONING: ARN/FLORAFAITH MANN RAGANORAYMOND E. RAGANO SR.TAG: 16K02048TAX: 4639820PIN: 179100-38-1005BOOK/PAGE: 03943/0279ZONING: ARN/FPATRICIA T. PHELPSTAG: 16K02048DTAX: 4694357PIN: 179100-38-1287BOOK/PAGE: 01451/0564ZONING: ARN/FELOISE M. CARROLLTAG: 16K02048ETAX: 4638617PIN: 179100-38-0389BOOK/PAGE: 01428/0567ZONING: ARN/FANNIE LAURA G. JOHNSONREVOCABLE TRUSTTAG: 16K02027ZTAX: 4639067PIN: 179100-59-0695BOOK/PAGE: 04094/0770ZONING: AR6''WL 6''WL 6''WL 6''WL 6''WL6''WL6''WL6''WL4''WL4''WL4''WLSTREET "A"PROPOSED 50' PUBLIC R.O.W./20' ASPHALTSTREET "
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Z:285.98CARDINAL PRESERVESUBDIVISION314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PCSITE & UTILITY PLANJOHNSTON COUNTY, NORTH CAROLINAC1BUILDING SETBACKSFRONT: 20 FTSIDE: 5FTSIDE CORNER LOT: 15FTREAR: 15FTSITE INFORMATION1. OWNER: BETTIE I. MARKHAM, MARKHAM LIVING TRUST 101 ERSKINE DR. GREENSBORO, NC 274102. SITE IS LOCATED IN WILDERS TOWNSHIP3. PARCEL #: 179100-48-54654. TAX #: 45124475. JOHNSTON COUNTY TRACT ACREAGE: 57.97 ACS6. TOTAL PROJECT ACREAGE: +/- 57.977. PROPOSED LOTS: 52 SINGLE FAMILY RESIDENTIAL LOTS8. DENSITY: 1.09 UNIT PER ACRE IN JOHNSTON COUNTY9. ZONING: AR10. ELECTRIC PROVIDER: DUKE ENERGY PROGRESS11. WATER PROVIDER: JOHNSTON COUNTY12. SEWER: INDIVIDUAL SEPTIC SYSTEMS114 W. MAIN STSAM'S BRANCH, LLCDEVELOPER/APPLICANT:919 763-7278CONTACT/AGENT: DONNIE C. ADAMS, PECLAYTON, NC 27520C/L2.00%10.00'8.33%6.00'3:15'0%1'1.50" ASPHALT8.00" ABC3:13'2.00%10.00'8.33%6.00'3:15'0%1'3:13'0%3'3:1 FILL3:1 CUTTYPICAL STREET SECTION50' R.O.W.6''WLDYH
WATER SYSTEM PROJECT SUMMARY:1. THERE ARE 52 SINGLE FAMILY LOTS SERVED BY THIS WATER SYSTEM EXTENSION.2. LENGTHS AND SIZES OF WATER MAIN EXTENSIONS ARE AS FOLLOWS: ± 499 LF OF 4" PVC ±3,158 LF OF 6" PVCSTREET SUMMARY:1. TOTAL LINEAR OF STREETS: ±3,347 LFBOUNDARYAPPROXIMATESTREAM LOCATIONPROPOSED 4"PVC SDR-21 W/L5' FROM EOP (TYP.)3/4" WATERSERVICE (TYP.)PROPOSED 6"PVC SDR-21 W/L5' FROM EOP (TYP.)CULVERT #3CULVERT #4CULVERT #2CULVERT #5CULVERT #1BORE & JACK50 LF OF STEEL 12" CASINGWITH 6" DIP WATERLINEEX. 12"WATERLINEEX. CENTERLINEEX. EOPCBU AND 10'X5'CONCRETE PAD(SEE SHEET D5FOR DETAIL)6"X12" TAPPINGSLEEVE & VALVEPERMANENT BLOW-OFF ASSEMBLY (TYP.)PROPOSED FIREHYDRANT ASSEMBLY (TYP.)PROPOSED FIRE HYDRANTASSEMBLY W/6"x6"HYDRANT TEE (TYP.)PROPOSED FIRE HYDRANTASSEMBLY W/6"x6"HYDRANT TEE (TYP.)10'x70' SIGHTDISTANCETRIANGLE (TYP.)NAD 83LOT LINE(TYP.)CBU AND 10'X5'CONCRETE PAD(SEE SHEET D5FOR DETAIL)6"X4"REDUCERPROPOSED 6"X6" TEE(2)-6" GV'S4''WLPROPOSED 6"PVC SDR-21 W/L5' FROM EOP (TYP.)CONSTRUCTION SHALL NOT BEGIN IN PHASE 2(STARTING AT STA. ±15+50) UNTIL THESTREAM CROSSING 401 & 404 PERMITSARE ACQUIRED & SUBMITTED TO JOHNSTON COUNTY.APPROXIMATELOCATION OF EXISTING4" SEWER FORCE MAINPROPOSED FIRE HYDRANTASSEMBLY W/6"x6"HYDRANT TEE (TYP.)ENCASEMENT TO EXTEND 10' PASSEXISTING FORCE MAIN. IF WATERLINE ISINSTALLED UNDER EXISTING FORCE MAINTHEN WELD 20 LF OF 12" ENCASEMENT AROUNDEXISTING 4" FORCE MAIN CENTERED OVER THEPROPOSED WATERLINE.6" 45° BENDS(TYP.)4" 45° BENDS4" 45° BENDS4" 45° BENDPROPOSED BORE PIT4:12 pm, Jun 18, 2018 APPROVED FOR CONSTRUCTION
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Z:285.98TDTDCARDINAL PRESERVESUBDIVISION314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PC OVERALL EROSIONCONTROL PLANJOHNSTON COUNTY, NORTH CAROLINAC2114 W. MAIN STSAM'S BRANCH, LLCDEVELOPER/APPLICANT:919 763-7278CONTACT/AGENT: DONNIE C. ADAMS, PECLAYTON, NC 27520TPBTPBXXXXALL CLEAN WATERDIVERSIONS MUST BEINSTALLED, MATTEDAND SEEDEDIMMEDIATELYPHASE 2CROSS LOT SWALES:BUILDER SHALL INSTALL CROSS LOTSWALES BETWEEN LOTS WHEREAPPLICABLE AT TIME OF FINAL SEEDINGEX. 18" RCPSKIMMERBASIN #5SKIMMERBASIN #6NPDES/STORMWATERINSPECTION BOXW/RAIN GAGESKIMMERBASIN #2CULVERT #1SKIMMERBASIN #1LIMITS OFDISTURBANCE (TYP.)CULVERT #5CULVERT #2APPROXIMATESTREAM LOCATIONSKIMMERBASIN #3SKIMMERBASIN #4PHASELINENAD 83PHASE 1SKIMMERBASIN #7SKIMMERBASIN #8SKIMMERBASIN #9CONSTRUCTION SEQUENCE FOR STREAM CROSSING:1. THE CONTRACTOR SHALL CONTACT THE JOHNSTON COUNTY EROSION CONTROL ADMINISTRATOR WITHJOHNSTON COUNTY UTILITIES, (919-989-5075) TO SET UP A PRE-CONSTRUCTION MEETING.2. THE CONTRACTOR SHALL CONTACT THE JOHNSTON COUNTY EROSION CONTROL ADMINISTRATOR WITHJOHNSTON COUNTY UTILITIES, (919-989-5075) TO SET UP A PRE-CONSTRUCTION MEETING.3. CROSSING SHALL BE PERFORMED AT A TIME WHEN WATER FLOW IS AT A MINIMUM.4. INSTALL TEMPORARY SILT FENCE ADJACENT TO CROSSING.5. INSTALL DIKES AND PUMP-AROUND APPARATUS AS PER DETAIL ON SHEET D6.6. ONCE INSTALLATION IS COMPLETE, REMOVE DIKES AND PUMP-AROUND APPARATUS. SHAPE UP DITCHBANKS, ENSURING THAT SILT FENCING HAS BEEN INSTALLED DOWN SLOPE FROM ALL DISTURBED AREAS.7. IMMEDIATELY SEED AND MULCH SLOPES AND ALL DISTURBED AREAS.C/L2.00%10.00'8.33%6.00'3:15'0%1'1.50" ASPHALT8.00" ABC3:13'2.00%10.00'8.33%6.00'3:15'0%1'3:13'0%3'3:1 FILL3:1 CUTTYPICAL STREET SECTION50' R.O.W.CONSTRUCTION SHALL NOT BEGIN IN PHASE 2(STARTING AT STA. ±15+50) UNTIL THESTREAM CROSSING 401 & 404 PERMITSARE ACQUIRED & SUBMITTED TO JOHNSTON COUNTY.CONSTRUCTIONENTRANCE (TYP.)PROPOSED CONCRETE WASHOUT(MAY BE RELOCATED ASNECESSARY)ARC INLETPROTECTIONARC FILTER(TYP).EROSION CONTROLPLANAPPROVEDBY JOHNSTON COUNTY05/24/184:13 pm, Jun 18, 2018 APPROVED FOR CONSTRUCTION
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TDTDCARDINAL PRESERVESUBDIVISION314 E. MAIN STREETCLAYTON, NC [e-mail]919 243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PCPHASE 1 EROSIONCONTROL PLANJOHNSTON COUNTY, NORTH CAROLINAC3114 W. MAIN STSAM'S BRANCH, LLCDEVELOPER/APPLICANT:919 763-7278CONTACT/AGENT: DONNIE C. ADAMS, PECLAYTON, NC 27520TPBTPBXXXXCITY OF RALEIGHPUBLIC WORKS DEPARTMENTCONCRETE WASHOUTTAKEN FROMNOTESSTRAW BALESTRAW BALE(TYP)10 mil PLASTIC LININGVARIES10' MINIMUMBINDER WIRENATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-BNOT TO SCALE10 mil PLASTIC LININGBBPLANNOT TO SCALECONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)PLYWOOD48"X24"PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS36"36"TYPE "ABOVE GRADE" WITH STRAW BALES2"8"1.12" DIASTEEL WIRESTAPLEDETAILCONCRETEWASHOUTWOOD POST3.5"X3.5"X8'1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.ALL CLEAN WATERDIVERSIONS MUST BEINSTALLED, MATTEDAND SEEDEDIMMEDIATELYSWALE - TYPICAL SECTIONNOTES: 1. Construct outlet ditch according to specified grades or proposed contours when indicated on the plans. When gradesor proposed contours are NOT specified on plans; construct ditch using either of the following options: i) Construct ditch at the minimum depth indicated above, maintaining the minimum depth while constructing the ditch on a slope that mimics the natural terrain/topography. (Typically used when terrain has positive slope in the direction of flow).; OR ii) Construct ditch on a minimum 0.5% grade (1% desirable), maintaining at least the minimum ditch depth. (Typically used when terrain is flat or terrain slope is opposite the direction of flow - "bucking grade"). ---Sometimes a combination of these two methods may be required along the entire length of the ditch. 2. Construct temporary diversion diches along permanent swales/ditches as needed during construction.SWALE SECTION PHASE 2EROSIONCONTROLCROSS LOT SWALES:BUILDER SHALL INSTALL CROSS LOTSWALES BETWEEN LOTS WHEREAPPLICABLE AT TIME OF FINAL SEEDINGPHASE 1EROSIONCONTROLPROPOSED CONCRETE WASHOUT(MAY BE RELOCATED ASNECESSARY)PHASE 1EROSIONCONTROLEX. 18" RCPBOUNDARYSKIMMERBASIN #5MATCH LINESEE SHEET C4SKIMMERBASIN #6EXISTINGCONTOURS (TYP.)NPDES/STORMWATERINSPECTION BOXW/RAIN GAGESKIMMERBASIN #2DISSIPATORPAD (TYP.)CONSTRUCTIONENTRANCE (TYP.)CULVERT #1ARC INLETPROTECTION (TYP.)SKIMMERBASIN #1WATTLES (TYP.)LIMITS OFDISTURBANCE (TYP.)CULVERT #5CULVERT #2CHECK DAM (TYP.)APPROXIMATE LOCATIONTOPSOIL STOCK PILE50' RIPARIANBUFFERDISSIPATORPAD (TYP.)SILT FENCE (TYP.)APPROXIMATESTREAM LOCATIONPROPOSEDCONTOURS (TYP.)CHECK DAM (TYP.)SKIMMERBASIN #3SKIMMERBASIN #4PHASELINENAD 83ARC FILTER(TYP).SILT FENCEOLUTLET (TYP.)EX. 18" RCP* WEIRS SHALL BE INSTALLED LOWER THAN THE BASIN INLET.WEIR LOCATIONWEIR LOCATIONWEIR LOCATIONWEIR LOCATIONWEIR LOCATIONWEIR LOCATIONEROSION CONTROLPLANAPPROVEDBY JOHNSTON COUNTY05/24/184:13 pm, Jun 18, 2018 APPROVED FOR CONSTRUCTION
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Z:285.98CARDINAL PRESERVESUBDIVISION314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PCPHASE 2 EROSIONCONTROL PLANJOHNSTON COUNTY, NORTH CAROLINAC4TPBTPBXXXXCITY OF RALEIGHPUBLIC WORKS DEPARTMENTCONCRETE WASHOUTTAKEN FROMNOTESSTRAW BALESTRAW BALE(TYP)10 mil PLASTIC LININGVARIES10' MINIMUMBINDER WIRENATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-BNOT TO SCALE10 mil PLASTIC LININGBBPLANNOT TO SCALECONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)PLYWOOD48"X24"PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS36"36"TYPE "ABOVE GRADE" WITH STRAW BALES2"8"1.12" DIASTEEL WIRESTAPLEDETAILCONCRETEWASHOUTWOOD POST3.5"X3.5"X8'1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.ALL CLEAN WATERDIVERSIONS MUST BEINSTALLED, MATTEDAND SEEDEDIMMEDIATELYCROSS LOT SWALES:BUILDER SHALL INSTALL CROSS LOTSWALES BETWEEN LOTS WHEREAPPLICABLE AT TIME OF FINAL SEEDINGSWALE - TYPICAL SECTIONNOTES: 1. Construct outlet ditch according to specified grades or proposed contours when indicated on the plans. When gradesor proposed contours are NOT specified on plans; construct ditch using either of the following options: i) Construct ditch at the minimum depth indicated above, maintaining the minimum depth while constructing the ditch on a slope that mimics the natural terrain/topography. (Typically used when terrain has positive slope in the direction of flow).; OR ii) Construct ditch on a minimum 0.5% grade (1% desirable), maintaining at least the minimum ditch depth. (Typically used when terrain is flat or terrain slope is opposite the direction of flow - "bucking grade"). ---Sometimes a combination of these two methods may be required along the entire length of the ditch. 2. Construct temporary diversion diches along permanent swales/ditches as needed during construction.SWALE SECTION 114 W. MAIN STSAM'S BRANCH, LLCDEVELOPER/APPLICANT:919 763-7278CONTACT/AGENT: DONNIE C. ADAMS, PECLAYTON, NC 27520PHASE 1EROSIONCONTROLOLD J
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W.NAD 83APPROXIMATE STREAMLOCATIONMATCH LINESEE SHEET C3BOUNDARYSKIMMERBASIN #7CULVERT #3PROPOSEDCONTOURS (TYP.)CULVERT #4CULVERT W/CONCRETEHEADWALLSSKIMMERBASIN #8CHECK DAM(TYP.)EXISTING CONTOURS (TYP.)LIMITS OFDISTURBANCE (TYP.)WATTLES(TYP.)CROSS LOT SWALE (TYP.)SEE NOTE.SILT FENCE(TYP.)SKIMMERBASIN #9PHASE 2EROSIONCONTROL50' RIPARIAN BUFFERCONSTRUCTION SHALL NOT BEGIN IN PHASE 2(STARTING AT STA. ±15+50) UNTIL THESTREAM CROSSING 401 & 404 PERMITSARE ACQUIRED & SUBMITTED TO JOHNSTON COUNTY.CONSTRUCTION SEQUENCE FOR STREAM CROSSING:1. THE CONTRACTOR SHALL CONTACT THE JOHNSTON COUNTY EROSION CONTROL ADMINISTRATOR WITHJOHNSTON COUNTY UTILITIES, (919-989-5075) TO SET UP A PRE-CONSTRUCTION MEETING.2. THE CONTRACTOR SHALL CONTACT THE JOHNSTON COUNTY EROSION CONTROL ADMINISTRATOR WITHJOHNSTON COUNTY UTILITIES, (919-989-5075) TO SET UP A PRE-CONSTRUCTION MEETING.3. CROSSING SHALL BE PERFORMED AT A TIME WHEN WATER FLOW IS AT A MINIMUM.4. INSTALL TEMPORARY SILT FENCE ADJACENT TO CROSSING.5. INSTALL DIKES AND PUMP-AROUND APPARATUS AS PER DETAIL ON SHEET D6.6. ONCE INSTALLATION IS COMPLETE, REMOVE DIKES AND PUMP-AROUND APPARATUS. SHAPE UP DITCHBANKS, ENSURING THAT SILT FENCING HAS BEEN INSTALLED DOWN SLOPE FROM ALL DISTURBED AREAS.7. IMMEDIATELY SEED AND MULCH SLOPES AND ALL DISTURBED AREAS.* WEIRS SHALL BE INSTALLED LOWER THAN THE BASIN INLET.WEIR LOCATIONWEIR LOCATIONWEIR LOCATIONEROSION CONTROLPLANAPPROVEDBY JOHNSTON COUNTY05/24/184:13 pm, Jun 18, 2018 APPROVED FOR CONSTRUCTION
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Z:285.98TDTDCARDINAL PRESERVESUBDIVISION314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PCEROSION CONTROLFOR HOME CONSTRUCTIONJOHNSTON COUNTY, NORTH CAROLINAC5114 W. MAIN STSAM'S BRANCH, LLCDEVELOPER/APPLICANT:919 763-7278CONTACT/AGENT: DONNIE C. ADAMS, PECLAYTON, NC 27520TPBTPBXXXXALL CLEAN WATERDIVERSIONS MUST BEINSTALLED, MATTEDAND SEEDEDIMMEDIATELYPHASE 2CROSS LOT SWALES:BUILDER SHALL INSTALL CROSS LOTSWALES BETWEEN LOTS WHEREAPPLICABLE AT TIME OF FINAL SEEDINGEX. 18" RCPCULVERT #1LIMITS OFDISTURBANCE (TYP.)CULVERT #5CULVERT #2APPROXIMATESTREAM LOCATIONSKIMMERBASIN #4PHASELINENAD 83PHASE 1PROPOSED CONCRETE WASHOUT(MAY BE RELOCATED ASNECESSARY)NPDES/STORMWATERINSPECTION BOXW/RAIN GAGEAPPROXIMATE LOCATIONTOPSOIL STOCKPILETOTAL LIMITSOF DISTURBANCEHOUSEHOUSE HOUSE HOUSEHOUSE HOUSE HOUSE HOUSETYPICAL EROSION & SEDIMENTATION CONTROLLAYOUT FOR HOUSE CONSTRUCTION WITHROADSIDE SWALESASPHALT STREET WITH ROADSIDE SWALESR/WEOPR/WEOP"A" "B""C""D""E" "F" "H""G"TDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDGROUND STABILIZATION REQUIREDWITHIN 7 DAYS FOR TEMPORARYDIVERSIONS FOR TYPICALS"E", "F", "G" & "H"ASPHALT STREET WITH ROADSIDE SWALESR/WEOPR/WEOPEX. RCPINDIVIDUAL LOT TABLE FOREROSION CONTROL TYPE(SEE TYPE BELOW)CULVERT #4CULVERT #3THIS PLAN IS FORHOMECONSTRUCTIONONLY.NOTE: INSTALL EROSION & SEDIMENTCONTROL MEASURES FOR HOUSECONSTRUCTION AS SOON AS HOUSECONSTRUCTION BEGINS.EROSION CONTROLPLANAPPROVEDBY JOHNSTON COUNTY05/24/184:13 pm, Jun 18, 2018 APPROVED FOR CONSTRUCTION
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STREET "B" -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50302.0302.00302.0302.10303.6302.47304.2302.85304.5303.22305.0303.55304.0303.31303.1302.32301.0300.59298.0298.15295.3295.56292.3292.96289.9290.36287.6287.77285.1285.17282.5282.57279.9279.98276.8277.39274.9275.11273.5273.31CARDINAL PRESERVESUBDIVISIONADAMS & HODGEENGINEERING, PCPLAN & PROFILESTREET "A"STA. 0+00 TO STA.9+61.55JOHNSTON COUNTY, NORTH CAROLINAC640 40 804016020314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187BEGIN STREETCONSTRUCTION +/- STA. 0+00CULVERT #1PROPOSED 6"PVC SDR-21 W/L5' FROM EOP (TYP.)6"X6" TEEW/ (2) - 6" GV'S4" 45° BENDPROPOSEDGRADEEXISTINGGRADEC168 LF - 18" RCPINCLUDES FESINV. IN = 299.53 (N)INV. OUT = 298.50 (S)SLOPE = 1.51%C544 LF - 24" RCPINCLUDES FESINV. IN = 278.11 (N)INV. OUT =277.89 (S)SLOPE = 0.50%C292 LF - 24" RCPINCLUDES FESINV. IN = 270.52 (N)INV. OUT = 269.00 (S)SLOPE = 1.65%2' MIN.SEPARATION2' MIN.SEPARATIONSTREET "B"WATERLINEWATERLINE (TYP.)4" PVC (SDR-21)(1) JOINT OF DIP CENTEREDUNDER RCP AS SHOWNSEE SHEET C7CBU AND 10'x5'CONCRETE PAD(SEE SHEET D5 FOR DETAIL)3/4" WATERSERVICE (TYP.)CULVERT #5CULVERT #2NAD 83(1) JOINT OF DIP CENTEREDUNDER RCP AS SHOWNPROPOSED PERMANENTBLOW-OFF ASSEMBLY (TYP.)PROPOSED FIRE HYDRANTASSEMBLY W/6"x6"HYDRANT TEE (TYP.)3' MIN. COVERLOT LINE(TYP.)10'x70' SIGHTDISTANCETRIANGLE (TYP.)35'R50'R25'44 LF - 24" RCP(INCLUDES FESAT EACH END)92.0 LF - 24" RCP(INCLUDES FESAT EACH END)68 LF - 18" RCP(INCLUDES FESAT EACH END)TIE TO EX. ASPHALTSTA. 0+0025' R30' R25' R30' R25' R40' RSEE TAPER DETAILSHEET D5EX. 12"WATERLINE6"X12" TAPPINGSLEEVE & VALVE6"X12" TAPPINGSLEEVE & VALVEGENERAL NOTES:1.ANY DISCREPANCIES IN LAYOUT SHOULD BE BROUGHT TO THEENGINEERS ATTENTION PRIOR TO CONSTRUCTION.2.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSION.3. ALL MATERIALS, INSTALLATION, TESTING & INSPECTION OF WATERUTILITIES TO MEET CURRENT JOHNSTON COUNTY STANDARDS.4.ALL LOTS TO BE SERVED BY PUBLIC WATER AND INDIVIDUAL SEPTIC.5.FIRE HYDRANTS TO BE INSTALLED AT LOCATIONS AS SHOWN ONPLANS.6.MAINTAIN MINIMUM 3' OF COVER FOR ALL PIPE.7.WATERLINE PIPE SHALL BE SDR-21 CLASS 200 PVC UNLESSOTHERWISE NOTED.8.WHERE WATERLINES CROSSES STORM SEWER: WHERE WATERLINECROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION, WHEREWATERLINE CROSSES BELOW MAINTAIN 2' VERTICAL SEPARATION.ALSO THE WATELRINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR AMINIMUM 10' EACH SIDE OF CROSSING.9. EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS ORUNDERGROUND WORK SHALL BE RESPONSIBLE FOR THE LOCATIONOF ANY EXISTING UTILITIES IN THE AREA OF THEIR WORK. NOTIFY THEUTILITY LOCATOR SERVICE (1-800-632-4949) AT LEAST 48 HOURSPRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTINGUTILITIES IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTORSHALL USE ALL CARE NECESSARY WHEN WORKING IN AREAS KNOWNOR SUSPECTED TO CONTAIN UNDERGROUND UTILITIES, INCLUDINGHAND DIGGING.10.THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY EXISTINGUTILITIES THAT CONFLICT WITH THE PROPOSED CONSTRUCTION. INADDITION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIR ANDREPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC.THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMSSHALL BE REPAIRED TO AT LEAST THE QUALITY OF THE ORIGINALWORKMANSHIP. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OFEXISTING UTILITIES AND RELOCATE IF PROPOSED GRADING CAUSESUTILITY COVER TO BE LESS THAN MINIMUM REQUIRED.11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BEINSPECTED AFTER EACH RAINEVENT AND NECESSARY REPAIRSSHALL BE DONE AS REQUIRED.12.WHEN WATERMAIN IS WRAPPED AROUND THE END OF A CUL-DE-SACOR UNDER STORM DRAIN OR UNDER DRAIN WAYS, APPROPRIATE SIZEAND DEGREE MJ ELBOWS SHALL BE INSTALLED. BOWED LINE WILLNOT BE ACCEPTED.6X4" REDUCERBORE & JACK 50 LF OFSTEEL 12" CASING WITH6" DIP WATERLINESTREET "B"PROPOSED 50' PUBLIC R.O.W.20' ASPHALTBORE & JACK 50 LF OFSTEEL 12" CASING WITH6" DIP WATERLINE6"x4" REDUCER20' PUBLIC DRAINAGEEASEMENT(10' EACH SIDE)20' PUBLIC DRAINAGEEASEMENT20' PUBLIC DRAINAGE EASEMENT10' EACH SIDE20' PUBLIC DRAINAGEEASEMENT10' EACH SIDE30' LANDSCAPE EASEMENTSALEM CHURCH ROADSR 174260' PUBLIC R.O.W.STREET "A"PROPOSED 50' PUBLIC R.O.W./20' ASPHALT6''WLDYH4''WL2' MIN. SEPARATIONBETWEEN SEWER FORCEMAIN& 12" STEEL CASING1' MIN.COVER1' MIN.COVERWATERLINE (TYP.)6" PVC (SDR-21)PROPOSED 4"PVC SDR-21 W/L5' FROM EOP (TYP.)APPROXIMATELOCATION OF EX.COUNTY 12" WLAPPROXIMATELOCATION OF EX.COUNTY 4" SEWERFORCEMAINAPPROXIMATELOCATION OF EXISTING4" SEWER FORCE MAINENCASEMENT TO EXTEND 10' PASSEXISTING FORCE MAIN. IF WATERLINE ISINSTALLED UNDER EXISTING FORCE MAINTHEN WELD 20 LF OF 12" ENCASEMENT AROUNDEXISTING 4" FORCE MAIN CENTERED OVER THEPROPOSED WATERLINE.ENCASEMENT TO EXTEND 10' PASSEXISTING FORCE MAIN. IF WATERLINE ISINSTALLED UNDER EXISTING FORCE MAINTHEN WELD 20 LF OF 12" ENCASEMENT AROUNDEXISTING 4" FORCE MAIN CENTERED OVER THEPROPOSED WATERLINE.4" 45° BEND4" 45° BEND4" 45° BEND4" 45° BEND4:13 pm, Jun 18, 2018 APPROVED FOR CONSTRUCTION
DYH6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL
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NESTREET "B"PROPOSED 50' PUBLIC R.O.W.20' ASPHALT6''WLDYH
C/L CREEKCONSTRUCTION SHALL NOT BEGIN IN PHASE 2(STARTING AT STA. ±15+50) UNTIL THESTREAM CROSSING 401 & 404 PERMITSARE ACQUIRED & SUBMITTED TO JOHNSTON COUNTY.1' MIN.COVERC-3(WEST PIPE48 LF - 72" RCPINCLUDES CONCRETE HEADWALLSINV. IN = 246.48INV. OUT = 246.36SLOPE = 0.25% APPROVED FOR CONSTRUCTION 11:47 am, Apr 08, 2019
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10' P 2552602652702752802852902953003056.79%1.45%PVC STA. 22+17.50PVC ELEV. 275.90'PVT STA. 23+82.50PVT ELEV. 282.70'PVI STA. 23+00.00PVI ELEV. 281.50'K = 30.88165.00' VC6.79%1.45%6''WL6''WL6''WL6''WL6''WL6''WL6''WL6'
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20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50264.3264.52268.7267.91273.3271.31277.2274.71280.5277.93284.3280.40287.3282.05255260265270275280285290295300305CARDINAL PRESERVESUBIDIVISIONADAMS & HODGEENGINEERING, PCJOHNSTON COUNTY, NORTH CAROLINAC940 40 804016020314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-418725243332313029282726PROPOSEDGRADEEXISTINGGRADEWATERLINE (TYP.)6" PVC (SDR-21)SEE SHEET C8PROPOSED 6"PVC SDR-21 W/L5' FROM EOP (TYP.)3/4" WATERSERVICE (TYP.)PROPOSED FIREHYDRANT ASSEMBLY (TYP.)LOT LINE(TYP.)3' MIN. COVERNAD 83PLAN & PROFILESTREET "B"STA. 20+50 TO STA. 23+84.9510' PRIVATE DRAINAGEEASEMENT5' EACH SIDECBU AND 10'X5'CONCRETE PAD(SEE SHEET D5FOR DETAIL)STREET "B"PROPOSED 50' PUBLIC R.O.W.20' ASPHALT6''WLDYH
6" 45° BENDS6" 45° BEND)50'R25'35'R25' R40' R4:13 pm, Jun 18, 2018 APPROVED FOR CONSTRUCTION
SECTION 'A-A'PLAN VIEWINTERVALSSTAKE AT 3' TO 5' BOTTOMCHANNEL6"ISOMETRIC VIEWCHECK SLOT AT 25' INTERVALS6"INTERMITTENT CHECK SLOT314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187D1EROSION CONTROLDETAILS 1CARDINAL PRESERVESUBDIVISIONJOHNSTON COUNTY, NORTH CAROLINAENGINEERING, PCADAMS & HODGEEROSION CONTROLPLANAPPROVEDBY JOHNSTON COUNTY05/24/1811:13 am, Jun 18, 2018 APPROVED FOR CONSTRUCTION
314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187D2EROSION CONTROLDETAILS 2CARDINAL PRESERVESUBDIVISIONJOHNSTON COUNTY, NORTH CAROLINAENGINEERING, PCADAMS & HODGEEROSION CONTROLPLANAPPROVEDBY JOHNSTON COUNTY05/24/1811:14 am, Jun 18, 2018 APPROVED FOR CONSTRUCTION
314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PCWATER DETAILS 1D3CARDINAL PRESERVESUBDIVISION2'2'WMWMPROPERTY LINE1" WATERLINE ENCASEDIN 2" PVC (EXTEND 1' EITHERSIDE OF ROADWAY EOP)3/4" WATERSERVICE3/4" WATERSERVICER/WWATERMAINROADWAY1" WATERSERVICE TAPPAIRED WATER SERVICEJOHNSTON COUNTY, NORTH CAROLINA APPROVED FOR CONSTRUCTION 11:14 am, Jun 18, 2018
314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PCWATER DETAILS 2D4CARDINAL PRESERVESUBDIVISIONJOHNSTON COUNTY, NORTH CAROLINA APPROVED FOR CONSTRUCTION 11:14 am, Jun 18, 2018
314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ADAMS & HODGEENGINEERING, PCGENERAL DETAILS 1D5CARDINAL PRESERVESUBDIVISION0'-6"1:1C/L2.00%10.00'8.33%6.00'3:15'0%1'1.50" ASPHALT8.00" ABC3:13'2.00%10.00'8.33%6.00'3:15'0%1'3:13'0%3'3:1 FILL3:1 CUT50' R.O.W.JOHNSTON COUNTY, NORTH CAROLINACBU APPROVED FOR CONSTRUCTION 11:14 am, Jun 18, 2018