HomeMy WebLinkAbout20200111 Ver 1_Permit Set - 2019-12-20_20200117NOTES:1. TOPOGRAPHY AND LOCATION INFORMATION FROM A SURVEYPREPARED BY JERRY BALL LAND SURVEYING, PC, 205 S. POLLOCKSTREET, SELMA, NC, 27576.2. BOUNDARY AND LOCATION SURVEY INFORMATION FROM A MAPPREPARED BY JERRY BALL LAND SURVEYING, PC DATED JULY 31,2018.3. EXISTING WATER AND SEWER UTILITIES SIZES AND INVERTS FROMASBUILT PLANS PROVIDED BY JOHNSTON COUNTY PUBLIC UTILITIESDEPARTMENT.4. WETLAND BOUNDARY AND POTENTIAL RED-COCKADEDWOODPECKER HABITAT TREES PREPARED BY MCGILL ASSOCIATES.5. EXISTING TREE LINE ADJACENT TO INTERIOR WETLAND IS BASED ONSURVEY. ALL OTHER TREE LINES SHOWN ON THIS PLAN IS BASED ON2017 AERIAL IMAGE.1 INCH = FEETGRAPHIC SCALE500 25 50100150500FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C0.2 Existing Conditions.dwg 12/13/2019 4:38 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C0.2 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449EXISTING CONDITIONS
LINE TABLESEGMENTL1L2L3L4L5L6LENGTH19.13'269.32'347.17'123.96'8.97'14.00'DIRECTIONN66° 19' 27"ES71° 43' 36"EN18° 16' 45"EN71° 43' 15"WN79° 09' 55"WN71° 43' 26"WCURVE TABLECurve #C1C2C3C4C5Length25.63'94.24'94.25'27.29'27.27'Radius35.00'60.00'60.00'210.00'210.00'1 INCH = FEETGRAPHIC SCALE500 25 50100150500FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTIONPROPOSEDDETENTIONCENTER(SEE BLDG. PLANS)SCM #1DRYPONDROAD WIDENINGAND DRIVEWAYSEE SHEET C-1035400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comUS HWY 70 BUS E(±200' RIGHT-OF-WAY)YELVERTON GROVE RD (SR 2301)(±60' RIGHT-OF-WAY)GENERAL SITE NOTES1. ALL DIMENSIONS INDICATED ON THE LAYOUT ARE TO BACK OF CURB, UNLESSNOTED OTHERWISE.2. 24" CONCRETE CURB AND GUTTER TO BE INSTALLED IN ALL PARKING AREASUNLESS OTHERWISE NOTED ON THE PLANS.3. STANDARD SITE DETAILS ON SHEETS C5.0 AND C5.1.SITE CONSTRUCTION NOTES1. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND LICENSES NECESSARY TO ACCOMPLISHTHE WORK PRIOR TO BEGINNING ANY WORK.2. CONTRACTOR SHALL STAKE OUT THE SITE IMPROVEMENTS FOR THE ENGINEER'S REVIEW PRIOR TOBEGINNING ANY INSTALLATION.3. SEE ARCHITECTURAL DRAWINGS FOR SITE LIGHTING AND ELECTRICAL PLAN.4. ALL OTHER SECURITY FENCING TO BE MINIMUM 8' TALL CHAIN LINK FENCE. SEE ARCHITECTURAL PLANFOR MORE DETAIL.5. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL PROVIDER AND ENGINEER TO ENSURECURRENT SITE IMPROVEMENTS NEAR UTILITY POLES WILL NOT REQUIRE ALTERATION.6. FENCING LAYOUT ON ARCHITECTURAL DRAWING SHALL GOVERN IN THE EVENT OF A CONFLICT WITHTHE CIVIL DRAWINGS.7. DIMENSIONS ARE FROM BACK OF CURB, WALL, BUILDING OR AS NOTED.8. ALL CONCRETE SIDEWALKS SHALL BE 6' WIDE UNLESS NOTED ON THE PLANS.9. ALL CONCRETE PADS AT EXTERIOR DOORS SHALL PROVIDE POSITIVE DRAINAGE AWAY FROMBUILDING. (MAX 2.0% SLOPE)10. PRIOR TO INSTALLATION OF ANY IMPROVEMENTS, CONTRACTOR SHALL REVIEW GEOTECHNICALREPORT AND CONSULT WITH ENGINEER AND GEOTECHNICAL ENGINEER AS RECOMMENDED.NC GRIDNAD 83 (2011)EMERGENCY ACCESS ROAD DATADESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C1.0 Site Layout.dwg 12/20/2019 2:14 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C1.0 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SITE LAYOUTPLANAREA OF FUTUREEXPANSIONAREA OF FUTUREEXPANSIONAREA OF FUTUREEXPANSIONFUTUREEXPANSION
FES #3 INV. IN: 157.45'FES #4 INV. OUT: 157.11'FES #9 INV. OUT: 154.61'FES #7 INV. OUT: 154.95'FES #6 INV. OUT: 158.47'FES #2 INV. OUT: 155.25'OUTLET STRUCTURE INV. IN: 154.95'FES #1 INV. IN: 156.10'FES #8 INV. OUT: 155.75'DI 301MH 101MH 201MH 202MH 301YI 101YI 102YI 103YI 104YI 105YI 106YI 107YI 108YI 109YI 110YI 111YI 201YI 202YI 203YI 204YI 205YI 206160.91'160.29'161.15'161.86'158.00'159.41'159.50'159.76'160.10'160.50'160.75'160.75'161.77'159.15'161.50'160.60'160.25'161.40'160.70'161.06'161.54'161.65'Pipe 103 = 155.44'Pipe 202 = 156.00'Pipe 203 = 156.00'Pipe 205 = 157.37'Pipe 301 = 154.67'Pipe 102 = 155.16'Pipe 114 = 155.16'Pipe 104 = 155.72'Pipe 105 = 156.01'Pipe 106 = 156.35'Pipe 107 = 156.56'Pipe 408 = 157.50'Pipe 108 = 157.23'Pipe 116 = 157.23'Pipe 406 = 158.00'Pipe 109 = 157.49'Pipe 401 = 158.00'Pipe 409 = 158.00'Pipe 115 = 155.90'Pipe 204 = 156.79'Pipe 206 = 157.69'Pipe 207 = 158.06'Pipe 208 = 158.54'Pipe 303 = 158.66'Pipe 102 = 155.44'Pipe 201 = 156.00'Pipe 204 = 157.37'Pipe 302 = 154.67'Pipe 101 = 155.16'Pipe 103 = 155.72'Pipe 104 = 156.01'Pipe 105 = 156.35'Pipe 106 = 156.56'Pipe 107 = 157.23'Pipe 108 = 157.49'Pipe 113 = 158.77'Pipe 114 = 155.90'Pipe 115 = 157.50'Pipe 116 = 157.59'Pipe 202 = 156.29'Pipe 203 = 156.79'Pipe 205 = 157.69'Pipe 206 = 158.06'Pipe 207 = 158.54'Pipe 208 = 158.65'Culvert 1Culvert 2RCPRCP168'68'0.50%0.50%18"15"Pipe 101Pipe 102Pipe 103Pipe 104Pipe 105Pipe 106Pipe 107Pipe 108Pipe 109Pipe 110Pipe 111Pipe 112Pipe 113Pipe 114Pipe 115Pipe 116Pipe 201Pipe 202Pipe 203Pipe 204Pipe 205Pipe 206Pipe 207Pipe 208Pipe 301Pipe 302Pipe 303RCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCP42'56'56'57'69'41'133'51'50'36'129'32'42'74'79'73'48'57'159'116'65'67'96'23'79'23'37'0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%1.00%2.03%0.50%0.52%0.50%0.50%0.50%0.50%0.56%0.50%0.50%0.35%0.30%0.50%36"30"30"30"30"30"24"24"18"18"18"15"15"18"12"15"24"12"18"12"15"12"12"12"24"24"12"CI 101CI 102CI 103CI 104162.51'162.08'162.65'162.68'Pipe 110 = 157.74'Pipe 111 = 157.92'Pipe 404 = 158.00'Pipe 113 = 158.56'Pipe 112 = 158.56'Pipe 109 = 157.74'Pipe 110 = 157.92'Pipe 111 = 158.56'Pipe 112 = 158.72'1 INCH = FEETGRAPHIC SCALE400204080120400FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C2.0 Site Grading and Drainage Plan.dwg 12/20/2019 12:40 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C2.0 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SITE GRADINGAND DRAINAGEPLAN ELEV.: 154.24'GRADING AND DRAINAGE NOTES1. ALL GRADING MUST PRODUCE POSITIVE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDINGWATER AND THAT STORMWATER IS DIRECTED AS INTENDED.2. ALL DIMENSIONS, GRADES, AND BUILDING FINISH FLOOR ELEVATION ON THE PLANS SHALL BE FIELDVERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THEENGINEER IF ANY DISCREPANCIES ARE DISCOVERED.3. ADA PARKING AND AISLE AREAS SHALL BE 2.0% MAXIMUM IN ALL DIRECTIONS.4. ALL STORM DRAINAGE GRATES/MANHOLES WITHIN THE SECURITY AREA SHALL BE BOLTED DOWN ORBE A CAMLOCK STYLE WITH A PENTA-HEAD OR AS APPROVED BY THE ENGINEER.5. ALL STORM MANHOLE COVERS AND RINGS SHALL BE IN ACCORDANCE WITH SMITHFIELD DETAIL ONSHEET C5.4, AND SHALL BE STAMPED WITH "STORM SEWER".6. CURB INLET GRATES AND HOODS SHALL BE IN 24" CURB AND GUTTER STYLE.7. SEE SHEET C5.6 FOR RIP RAP OUTLET PROTECTION SIZING.8. AS INDICATED ON PLANS, YARD INLETS SHALL HAVE RIVER ROCK (MIN. 2-4 INCHES) PLACED AROUNDTHE INLETS ADJACENT TO PAVEMENT AREAS.
1 INCH = FEETGRAPHIC SCALE200 10 204060200FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C2.2 Stormwater SCM 1.dwg 12/13/2019 2:41 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C2.2 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449STORMWATER SCM #1PLAN AND DETAILSDRY DETENTION POND SCM #1 SECTIONNOT TO SCALE8.0' SIDEYARD BLDG.SETBACK10.0' TYPE 'A'BUFFERYARDPRIMARY OUTLET(SEE DETAIL THIS SHEET)3:13:
1
M
A
X
.
S
L
O
P
E TOP OF DAM EL = 159.00'3:
1
PROP. GRADINGQ EL = 158.13'100Q EL = 156.49'2ANTI-SEEP COLLARSHWT EL = ±154.43'155.75'159.00'FREEBOARD = 0.87'24' EOP-EOPACCESS RODPIPE 301, SEE TABLE ON SHEET C2.0MH 301, SEE TABLE ON SHEET C2.0PIPE 302, SEE TABLE ON SHEET C2.055' WIDEBERM55' WIDEBERM24' EOP-EOP5.0'1.5'4.0'3:12.0'3:12.0'PARABOLIC GRASS LINED SWALE DETAILNOT TO SCALEPARABOLIC GRASS LINED SWALE(SEE DETAIL, THIS SHEET)ELEV.: 154.24'PIPE 201, SEE TABLE ON SHEET C2.0FES #7INV. OUT = 154.95'RIP RAP OUTLETPROTECTION(FOR SIZE, SEE TABLEON SH. ####)RIP RAP OUTLETPROTECTION(FOR SIZE, SEE TABLEON SH. ####)PARABOLIC SWALE RIP RAP OUTLETPROTECTION DETAILNOT TO SCALE5.0'1.5'4.0'3:12.0'3:12.0'GEOTEXTILEFABRICSTRAW W/ NETTEMP. LINERLEVEL SPREADERNOT TO SCALE3:13
:
1 1.0'154.24'153.24'RIP RAP LINERD50 = 6"D = 9"PARABOLIC SWALEPRECAST CONCRETEJERSEY BARRIER154.24'3" Ø SCH 40 PIPEDORIFICE w/ TURNDOWN 90° BEND -GROUT IN PLACEANCHOR TO RISER.SEAL JOINTBETWEEN RISERAND PIPENO. 4 REINF BARS @ 12" O.C. ALL SIDESCORROSIONRESISTANT TRASHRACK. NO OPENINGSHALL BE GREATERTHAN 6" IN ANYDIRECTION.1" CHAMFERALL AROUNDINV OUT = 154.95'6' x 6' CONCRETE ANTI-FLOTATION BLOCKCAST-IN-PLACEPRIMARY OUTLET STRUCTURE DETAILNOT TO SCALE6"6"4.0' SQUARE6"6"6"NOTE:PRECAST CONCRETESTRUCTURE IS ACCEPTABLE.4'X4' PRE-CASTCONCRETE PRIMARYOUTLET STRUCTURE2.0'2.0' DEEP MICROPOOLAROUND ORFICE(RIP RAP LINED)2' MICROPOOLW/ 2:1 SIDESLOPES(SEE DETAIL THIS SHEET)(RIP RAP LINED)GROUT BOTTOM OFSTRUCTURE TOPIPE INVERT12"
TEMP. SILT FENCE (SEE DETAIL 11, SH. C5.7)EROSION CONTROL LEGENDTEMP. SUPER SILT FENCE (SEE DETAIL 3 , SH. C5.6)TEMP. TREE PROTECTION FENCE (SEE DETAIL 8, SH. C5.7)TEMP. SUPER SILT FENCE WITH TREE PROTECTION(SEE DETAIL 3 , SH. C5.6)TEMP. SILT FENCE OUTLET W/ OPTIONAL SEDIMENT TRAP(SEE DETAIL 4, SH. C5.6)PERM. DIVERSION SWALETEMP. DIVERSION SWALE (SEE DETAIL 12, SH. C5.7)TEMP. BLOCK AND GRAVEL INLET PROTECTION(SEE DETAIL 15, SH. C5.8)TEMP. FENCE AND GRAVEL INLET PROTECTION(SEE DETAIL 14, SH. C5.8)TEMP. HORSESHOE INLET PROTECTION(SEE DETAIL 10, SH. C5.7)TEMP. RIP RAP CHECK DAM (SEE DETAIL 16, SH. C5.8)LIMITS OF DISTURBANCE1 INCH = FEETGRAPHIC SCALE400 20 4080120400FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C2.3 Erosion Control Phase 1.dwg 12/20/2019 1:40 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C2.3 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SEDIMENTATION ANDEROSION CONTROLPHASE 1 CONSTRUCTION SEQUENCE1. CONTRACTOR SHALL HAVE THE EROSION CONTROL PERMIT FROM NCDEQ, DEMLR RALEIGHREGIONAL OFFICE, CERTIFICATE OF COVERAGE (COC), AND APPROVED PLANS ON SITE.CONTACT THE DELMR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCINGANY LAND-DISTURBING ACTIVITY AT (919) 791-4200 PRIOR TO WORK COMMENCING. APRE-CONSTRUCTION MEETING WITH THE OWNER, ENGINEER AND NCDEQ SHALL BE HELDPRIOR TO THE START OF ANY WORK.2. FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS. THE CONTRACTOR SHALL NOTPERFORM ANY CLEARING BEYOND THE LIMITS SHOWN ON THE PLANS. ALL WORK SHALL BEPERFORMED WITHIN THE PROPERTY'S BOUNDARY OR NCDOT RIGHT OF WAY.3. THE CONTRACTOR SHALL NOT DISTURB ANY AREA FOR LAYDOWN/STAGING THAT IS NOTWITHIN THE DISTURBED LIMITS. NOTIFY THE ENGINEER AND NCDEQ IF ADDITIONAL AREAS ARENEEDED OUTSIDE OF THE DISTURBED LIMITS (INCLUDING DISTURBANCE FOR ADDITIONALEROSION CONTROL MEASURES). THE CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLINGMEASURES AS NECESSARY TO PREVENT TRACKING DIRT AND MUD ONTO PUBLIC ROADWAYS,AND ADDITIONAL EROSION CONTROL MEASURES TO PREVENT SEDIMENT FROM RUNNING OFFTHE SITE ONTO ROADWAYS OR ADJACENT PROPERTIES.4. NCDOT ROAD LANE CLOSING AND SHOULDER WORK TRAFFIC CONTROL DEVICES SHALL BE INPLACE AS REQUIRED BY NCDOT. CONTRACTOR SHALL BE FAMILIAR WITH THE NCDOTMAINTENANCE/UTILITY TRAFFIC CONTROL GUIDELINES AND FOLLOW ALL NECESSARYPROCEDURES.5. INSTALL SILT FENCE AND OTHER PERIMETER EROSION CONTROL MEASURES (I.E.CONSTRUCTION ENTRANCE) AS SHOWN ON THE THIS SHEET, CLEARING ONLY WHAT ISNECESSARY FOR INSTALLATION. DO NOT INSTALL SILT FENCE ACROSS CHANNELS OR AREASOF CONCENTRATED FLOWS.6. ONCE PERIMETER EROSION CONTROL MEASURES ARE INSTALLED, PROCEED WITH SKIMMERSEDIMENT BASIN #1 (SCM #1) CONSTRUCTION, REFERENCING SCM #1 ON SHEET C2.2. INADDITION TO CONSTRUCTION OF THE BASIN, THE OUTLET STRUCTURE OF THE BASIN WITH THERESPECTIVE STORM DRAINAGE NETWORK AND PERMANENT SWALE SHALL BE CONSTRUCTED.SKIMMER SHALL BE INSTALLED UTILIZING THE ORFICE OPENING AS SHOWN ON SHEET C2.2.7. PROCEED WITH ROUGH GRADING OPERATIONS, ENSURING TO STABILIZE ALL COMPLETEDSLOPES IN ACCORDANCE WITH THE GROUND STABILIZATION TABLE FOR GROUNDCOVER ANDTHE SEEDING SPECIFICATIONS ON SHEET C5.6.8. ONCE ALL EROSION CONTROL MEASURES AND SKIMMER SEDIMENTATION BASIN #1 HAS BEENESTABLISHED, CONTRACTOR MAY PROCEED TO PHASE 2 EROSION CONTROL.9. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATIONCONTROL MEASURES AND COMPETE THE FOLLOWING COMBINED SELF-INSPECTION FORMFOUND ON THE DEMLR WEBSITE: HTTPS://FILES.NC.GOV/NCDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/STORMWATER/NPDES%20GENERAL%20PERMITS/DEMLR-MONITORING-FORM-REV-AUGUST-8-2019.PDF TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALLALWAYS BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION.10. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BEPERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERYRAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELYTO MAINTAIN MEASURES AS DESIGNED. ALL EROSION AND SEDIMENTATION CONTROLMEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE DETAILS ON THIS PLAN. A RAIN GAUGESHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
TEMP. SILT FENCE (SEE DETAIL 11, SH. C5.7)EROSION CONTROL LEGENDTEMP. SUPER SILT FENCE (SEE DETAIL 3 , SH. C5.6)TEMP. TREE PROTECTION FENCE (SEE DETAIL 8, SH. C5.7)TEMP. SUPER SILT FENCE WITH TREE PROTECTION(SEE DETAIL 3 , SH. C5.6)TEMP. SILT FENCE OUTLET W/ OPTIONAL SEDIMENT TRAP(SEE DETAIL 4, SH. C5.6)PERM. DIVERSION SWALETEMP. DIVERSION SWALE (SEE DETAIL 12, SH. C5.7)TEMP. BLOCK AND GRAVEL INLET PROTECTION(SEE DETAIL 15, SH. C5.8)TEMP. FENCE AND GRAVEL INLET PROTECTION(SEE DETAIL 14, SH. C5.8)TEMP. HORSESHOE INLET PROTECTION(SEE DETAIL 10, SH. C5.7)TEMP. RIP RAP CHECK DAM (SEE DETAIL 16, SH. C5.8)LIMITS OF DISTURBANCE1 INCH = FEETGRAPHIC SCALE400 20 4080120400FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C2.4 Erosion Control Phase 2.dwg 12/20/2019 3:39 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C2.4 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SEDIMENTATION ANDEROSION CONTROLPHASE 2 CONSTRUCTION SEQUENCE1. FOLLOWING COMPLETION OF PHASE 1 EROSION CONTROL MEASURES, CONTINUE WITH ROUGHGRADING OPERATIONS. ESTABLISH THE EMERGENCY ACCESS ROUTE TOWARDS THEBEGINNING OF THE PROJECT TO ENSURE CONSTRUCTION AND EMERGENCY ACCESS AROUNDTHE PROPOSED JAIL DURING CONSTRUCTION.2. ONCE ROUGH GRADES ARE ESTABLISHED, PROCEED WITH CONSTRUCTION OF STORM SEWER,WATER DISTRIBUTION, AND SANITARY SEWER UTILITIES. ONCE STORM BOXES ARECONSTRUCTED AND BACKFILLED, INSTALL INLET PROTECTION MEASURES AROUND EACHSTRUCTURE AS SHOWN ON THE THIS SHEET. INSTALL RIP RAP OUTLET PROTECTION AS SHOWNON THIS SHEET FOR ALL CULVERTS AND STORM SEWER OUTFALLS.3. AFTER UTILITY CONSTRUCTION, PROCEED WITH FINE GRADING AND INSTALLATION OF ACCESSROADS. AFTER CONSTRUCTION OF CURB AND GUTTER, STORM INLETS SHOULD BE PROTECTEDWITH APPROPRIATE INLET PROTECTION MEASURES AS SHOWN ON THE THIS SHEET.4. CONTINUE WORK TO ESTABLISH FINAL GRADES. DRESS, SEED AND MULCH COMPLETEDSLOPES AND DISTURBED AREAS IN ACCORDANCE WITH THE NOTES AND DETAILS ON SHEETC5.6.5. MAINTAIN INLET PROTECTION MEASURES, TEMPORARY SKIMMER SEDIMENT BASIN, AND ALLAPPLICABLE EROSION CONTROL MEASURES DURING THE DURATION OF CONSTRUCTION.6. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATIONCONTROL MEASURES AND COMPETE THE FOLLOWING COMBINED SELF-INSPECTION FORMFOUND ON THE DEMLR WEBSITE: HTTPS://FILES.NC.GOV/NCDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/STORMWATER/NPDES%20GENERAL%20PERMITS/DEMLR-MONITORING-FORM-REV-AUGUST-8-2019.PDF TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALLALWAYS BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION.7. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BEPERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERYRAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELYTO MAINTAIN MEASURES AS DESIGNED. ALL EROSION AND SEDIMENTATION CONTROLMEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE DETAILS ON THIS PLAN. A RAIN GAUGESHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.8. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE LENGTH OF THEPROJECT UNTIL SITE IS PERMANENTLY STABILIZED.9. UPON APPROVAL FROM THE ENGINEER AND NCDEQ, EROSION CONTROL MEASURES MAY BEREMOVED. TEMPORARY SKIMMER SEDIMENT BASIN SHALL BE DECOMMISSIONED INACCORDANCE WITH THE NOTES ON SHEET C5.6. SEED AND PERMANENTLY STABILIZE ALLAREAS WHERE MEASURES ARE REMOVED.10. WHEN THE PROJECT IS COMPLETE, THE CONTRACTOR SHALL CONTACT THE ENGINEER, ATWHICH TIME DEMLR WILL BE CONTACTED TO CLOSE OUT THE EROSION AND SEDIMENTATIONCONTROL PLAN.
DOMESTIC WATERLINEFIRE WATERLINEFIRE HYDRANT ASSEMBLYBACK FLOW PREVENTERWATER METERGATE VALVEBENDS (22.5°, 45°, 90°)TAPPED PLUG / PLUGSANITARY SEWER GRAVITY LINESANITARY SEWER MANHOLE (SSMH)SITE UTILITY LEGENDSANITARY SEWER CLEAN-OUT (SSCO)SANITARY SEWER SERVICE LINE1 INCH = FEETGRAPHIC SCALE400 20 4080120400FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comWATER AND FIRE LINE INSETSCALE: 1" = 20'DESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C3.0 Site Utility Plan.dwg 12/20/2019 3:41 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C3.0 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449OVERALL SITE UTILITYPLANUTILITY NOTES1. ALL SITE WATER AND SEWER LINES SHALL TERMINATE IN THE LOCATION SHOWN ON THE PLANS(APPROXIMATELY 5 FEET FROM THE BUILDING) AND SHALL BE STUBBED UP TO GRADE. SEE PLUMBINGPLANS FOR CONTINUATION INTO THE BUILDING.2. ALL SANITARY SEWER SERVICE LINES SHALL BE INSTALLED UTILIZING A WYE WHEN CONNECTING TOTHE 8" SANITARY SEWER NETWORK ON SITE. CLEANOUTS LOCATED WITHIN CONCRETE, ASPHALT, ORGRAVEL SHALL BE TRAFFIC RATED. CONTRACTOR SHALL NOTIFY THE ENGINEER IF A CLEANOUTAPPEARS TO BE REQUIRED THAT IS NOT SHOWN ON THE PLANS.
DOMESTIC WATERLINEFIRE WATERLINEFIRE HYDRANT ASSEMBLYBACK FLOW PREVENTERWATER METERGATE VALVEBENDS (22.5°, 45°, 90°)TAPPED PLUG / PLUGSANITARY SEWER GRAVITY LINESANITARY SEWER MANHOLE (SSMH)SITE UTILITY LEGENDSANITARY SEWER CLEAN-OUT (SSCO)SANITARY SEWER SERVICE LINE1 INCH = FEETGRAPHIC SCALE400 20 4080120400FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C3.1 Sanitary Sewer Plan and Profile.dwg 12/13/2019 4:08 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C3.1 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SANITARY SEWERPLAN AND PROFILESTA. 10+00 - 20+10 PLANSCALE: HORIZ.: 1" = 40'STA. 40+00 - 47+15 PLANSCALE: HORIZ.: 1" = 40'STA. 10+00 - 20+10 PROFILESCALE: HORIZ.: 1" = 40' VERT.: 1" = 4'STA. 40+00 - 47+15 PROFILESCALE: HORIZ.: 1" = 40' VERT.: 1" = 4'
FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comEROSION CONTROL MEASURES SELF INSPECTION1. THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT SHALL CONDUCTINSPECTIONS OF ALL EROSION CONTROL DEVICES AND PRACTICES IN ACCORDANCE WITHNCDEQ DIVISION OF LAND RESOURCES REQUIREMENTS FOR SELF INSPECTION.2. A SELF INSPECTION SHALL BE PERFORMED AFTER EACH PHASE OF THE APPROVED SEDIMENTAND EROSION CONTROL PLAN IS COMPLETE. THIS SHALL INCLUDE BUT SHALL NOT BE LIMITEDTO THE FOLLOWING:2.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLMEASURES.2.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.2.3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.2.4. INSTALLATION OF STORM DRAINAGE FACILITIES.2.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT2.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TORESTRAIN EROSION.3. PERSON PERFORMING INSPECTION MAY USE THE STANDARD FORM PROVIDED BY NCDEQDIVISION OF LAND RESOURCES OR MAY MARK UP A SINGLE COPY OF THE APPROVEDSEDIMENT AND EROSION CONTROL PLAN. ANY DOCUMENTATION OF THE SELF INSPECTIONSSHALL BE MAINTAINED ON-SITE AND MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR.4. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THATPERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACHPHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESEINSPECTIONS TOOK EFFECT OCTOBER 1, 2010. AS OF AUGUST 1, 2013 THE SELF-INSPECTIONPROGRAM WAS COMBINED WITH THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDESSTORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTIONREPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLMEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTEDAFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER ISESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. A COMBINEDSELF-INSPECTION / SELF-MONITORING FORM IS AVAILABLE AT THE FOLLOWING WEB ADDRESS:http://portal.ncdenr.org/web/lr/erosion . IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THEFORM, PLEASE CONTACT THE LAND QUALITY SECTION AT (910) 433-3300.MAINTENANCE PLAN1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ANDOPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THANONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALLPRACTICES AS DESIGNED.2. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY ROCK CHECK DAMS WHEN STORAGECAPACITY HAS BEEN APPROXIMATELY 50 PERCENT FILLED. RIPRAP WILL BE REPLACED WHENNECESSARY OR AS DIRECTED BY THE ENGINEER.3. SEDIMENT SHALL BE REMOVED FROM HIGHWAY ON A DAILY BASIS OR AS DIRECTED BY THEENGINEER.4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMESAPPROXIMATELY 0.5 FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED ASNECESSARY TO MAINTAIN A BARRIER.5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY OR AS DIRECTED BY THEENGINEER, AND MULCHED ACCORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSEVEGETATIVE COVER.6. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED BY ADDING ADDITIONALSTONE AS NECESSARY OR AS DIRECTED BY THE ENGINEER.7. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ANDOPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THANONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALLPRACTICES AS NEEDED.TEMPORARY SEEDING SCHEDULE(TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR APERIOD OF 15 WORKING DAYS)SEEDING DATES: DECEMBER 1 THRU APRIL 15SEEDING MIXTURE: SPECIES RATE (LBS/AC)RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE) 50OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYONDJUNESOIL AMENDMENTS:FOLLOW SOIL TESTS OR APPLY:2,000 LBS/AC LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZERMULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.SEEDING DATES: APRIL 15 - AUGUST 15SEEDING MIXTURE: SPECIES RATE (LBS/AC)GERMAN MILLET 40SOIL AMENDMENTS:FOLLOW SOIL TESTS OR APPLY:2,000 LBS/AC LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZERMULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.SEEDING DATES: AUGUST 15 THRU DECEMBER 15SEEDING MIXTURE: SPECIES RATE (LBS/AC)RYE (GRAIN) 120SOIL AMENDMENTS:FOLLOW SOIL TESTS OR APPLY:2,000 LBS/AC LIMESTONE AND1,000 LB/AC 10-10-10 FERTILIZERMULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50LBS/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYONDJUNE 15, OVERSEED WITH 50 LBS/AC KOBE IN LATE FEBRUARY OR EARLY MARCHPERMANENT SEEDING SCHEDULEIN ROADWAY AREAS:MARCH 1 - AUGUST 31: SEED MIX: RATE: TALL FESCUE50 LB/AC CENTIPEDE10 LB/AC BERMUDAGRASS (HULLED)25 LB/AC SOIL AMENDMENTS: RATE:FERTILIZER (10-20-20)500 LB/ACLIMESTONE4000 LB/ACSEPTEMBER 1 - FEBRUARY 28: SEED MIX: RATE: TALL FESCUE50 LB/AC CENTIPEDE10 LB/AC BERMUDA GRASS (UNHULLED)35 LB/AC SOIL AMENDMENTS: RATE:FERTILIZER (10-20-20)500 LB/ACLIMESTONE4000 LB/ACIN WASTE/BORROW AREAS:MARCH 1 - AUGUST 31: SEED MIX: RATE: TALL FESCUE25 LB/AC BERMUDAGRASS (HULLED)75 LB/AC SOIL AMENDMENTS: RATE:FERTILIZER (10-20-20)500 LB/ACLIMESTONE4000 LB/ACSEPTEMBER 1 - FEBRUARY 28: SEED MIX: RATE: TALL FESCUE75 LB/AC BERMUDAGRASS (UNHULLED)35 LB/AC SOIL AMENDMENTS: RATE:FERTILIZER (10-20-20)500 LB/ACLIMESTONE4000 LB/ACMULCH:APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING, OR BY CRIMPING WITH A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.MAINTENANCE:REFERTILIZE THE FOLLOWING APRIL WITH 50 LB/ACRE NITROGEN. REPEAT AS GROWTHREQUIRES. MAY BE MOWED AS OFTEN AS NEEDED.NOTE: SEE NCDOT'S LATEST STANDARDS FOR STABILIZATION FOR MORE INFORMATION.PERMANENT SEEDING OF GRASS LINED CHANNELS(GRASS-LINED CHANNELS, COASTAL PLAIN AND LOWER PIEDMONT, NCDENR STD. SEEDING TABLE6.11j)SEEDING DATES:APRIL - JULYSEEDING MIXTURE: SPECIES: RATE: COMMON BERMUDAGRASS 40-80 LB/AC (1-2 LB/1000SF)SOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000 LB/AC GROUNDAGRICULTURAL LIMESTONE AND 500 LB/AC 10-10-10 FERTILIZER.MULCH:USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS ANDDITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW.ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRINGTEMPORARY LININGS, APPLY 4000 LB/AC GRAIN STRAW AND ANCHOR STRAW BY STAPLINGNETTING OVER THE TOP.MAINTENANCE:A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT AND REPAIR MULCHFREQUENTLY. REFERTILIZE THE FOLLOWING APRIL ACCORDING TO SOIL TESTS OR APPLY 50LB/AC NITROGEN.TEMPORARY SEEDBED PREPARATION1. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM.2. LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE pH (ACIDITY) OFTHE SOIL IS NOT KNOW, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATEOF 1 - 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND 2-3 TONS/ACRE ON COARSE TEXTUREDSOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THETOP 4-6 INCHES OF THE SOIL. SOILS WITH A pH OF 6 OR HIGHER NEED NOT BE LIMED.3. FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLEAPPLY A 10-10-10 GRADE FERTILIZER AT 700 - 1000 LB/ACRE. BOTH FERTILIZER AND LIMESHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER ISUSED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.4. SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSESURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGECLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN ITJUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS.GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEEOTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.PERMANENT SEEDBED PREPARATION1. INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICESBEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.2. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING ISPERFORMED FREE OF CHARGE BY THE NC DEPT. OF AGRICULTURE. SOIL TESTINGLABORATORY. DIRECTIONS, SAMPLE CARTONS, AND INFORMATION ARE AVAILABLE THROUGHCOUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE THE NCDA SOILTESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN-AROUND, SAMPLING MUST BE PLANNEDWELL IN ADVANCE OF FINAL GRADING. TESTING IS ALSO DONE BY COMMERCIALLABORATORIES.3. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE PERMANENTSEEDING SCHEDULE ON THIS SHEET. APPLICATION RATES USUALLY FALL INTO THE FOLLOWINGRANGES:GROUND AGRICULTURAL LIMESTONE:LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACREHEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACREFERTILIZER:GRASSES: 800 - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT)GRASS-LEGUME MIXTURES: 800 - 1200 LB/ACRE OF 5-10-10 (OR EQUIVALENT)4. APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BYDISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR.5. ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THISSHEET.6. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO ASMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS THATCAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HASNOT BEEN SEALED BY RAINFALL.SURFACE ROUGHENINGCUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED-STAIR-STEP GRADE OR GROOVE CUT SLOPES WITH A GRADIENT STEEPER THAN 3:1.-USE STAIR-STEP GRADING ON ANY ERODIBLE MATERIAL SOFT ENOUGH TO BE RIPPED WITH ABULLDOZER. SLOPES CONSISTING OF SOFT ROCK WITH SOME SUBSOIL ARE PARTICULARLY SUITEDTO STAIR-STEP GRADING.-MAKE THE VERTICAL CUT DISTANCE LESS THAN THE HORIZONTAL DISTANCE, & SLIGHTLY SLOPETHE HORIZONTAL POSITION OF THE "STEP" IN TOWARD THE VERTICAL WALL.-DO NOT MAKE INDIVIDUAL VERTICAL CUTS MORE THAN 2 FEET IN SOFT MATERIALS OR MORE THAN3 FEET IN ROCKY MATERIALS.-GROOVING USES MACHINERY TO CREATE A SERIES OF RIDGES & DEPRESSIONS THAT RUN ACROSSTHE SLOPE (ON THE CONTOUR).-GROOVE USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE,SUCH AS DISKS, TILLERS, SPRING HARROWS, OR THE TEETH ON A FRONT END LOADER BUCKET. DONOT MAKE SUCH GROOVES LESS THAN 3 INCHES DEEP NOR MORE THAN 15 INCHES APART.FILL SLOPE AREAS NOT TO BE MOWED-PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT TO EXCEED 9 INCHES, &MAKE SURE EACH LIFT IS PROPERLY COMPACTED. ENSURE THAT THE FACE OF THE SLOPECONSISTS OF LOOSE, UNCOMPACTED FILL 4-6 INCHES DEEP. USE GROOVING AS DESCRIBEDABOVE, TO ROUGHEN THE FACE OF THE SLOPES, IF NECESSARY.-DO NOT BLADE OR SCRAPE THE FINAL SLOPE FACE.CUTS FILLS & GRADED AREAS THAT WILL BE MOWED-MAKE MOWED SLOPES NO STEEPER THAN 3:1-ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING, DISKING, HARROWING, ORUSE OF CULTIPACK-SEEDER. MAKE THE FINAL PASS OF ANY SUCH TILLAGE IMPLEMENT ON THECONTOUR.-MAKE GROOVES, FORMED BY SUCH IMPLEMENTS, CLOSE TOGETHER (LESS THAN 10 INCHES) & NOTLESS THAN 1 INCH DEEP.-EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED.ROUGHENING WITH TRACKED MACHINERY-LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID UNDUE COMPACTIONOF THE SOIL SURFACE. TRACKING IS GENERALLY NOT AS EFFECTIVE AS THE OTHER ROUGHENINGMETHODS DESCRIBED.-OPERATE TRACKED MACHINERY UP & DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS INTHE SOIL. DO NOT BACK-BLADE DURING THE FINAL GRADING OPERATION.COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS & RAKING INTO A SMOOTH,UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECTWATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BYRAINFALL.·····OUTLETIDDrainageStructuredo(in)QD(CFS)MAXTW> OR <.5doLa (FT)W1(FT)W2(FT)D (IN)d50(IN)dmax(IN)StoneClassFES #2 Culvert 1 18Q25 =6.61>10 5 673 4.5AFES #4 Culvert 2 15Q25 =0.99 < 10 4 12 7 3 4.5 AFES #6Culvert 312Q25 =1.05 > 1035 734.5 AFES #7Pipe 10130Q10 =16.48> 128 873 4.5AFES #8Pipe 20124Q10 =7.02< 146 16146 9BFES #9Pipe 30224Q25 =8.61>10 6 673 4.5AReference: NCDEQ Erosion and Sediment Control Planning and Design Plan, Figures 8.o6a and 8.06b.RIP RAP OUTLET PROTECTIONSILT FENCE - SUPEREC3NOT TO SCALESILT FENCE - OUTLETEC4NOT TO SCALETEMPORARY CONSTRUCTION ENTRANCEEC2NOT TO SCALEPIPE OUTLET PROTECTIONEC1CCDDORNOT TO SCALEGENERAL EROSION CONTROL NOTES1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAYMAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICEFOR UNCLASSIFIED EXCAVATION.2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8"MAXIMUM THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURECONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLERTO A COMPACTION EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADEBELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLEOF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR METHOD OFMOISTURE-DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED INOTHER SPECIFICATIONS.3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ONANY AREA NOT CLEARED AND GRUBBED.4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BEPERFORMED PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICESSUCH AS SILT FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OFTHE PROJECT AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THEENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING ANDGRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICHCHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BEREPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTOADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRACOST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANSWHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER.5. DISPOSABLE MATERIAL5.1. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLYDISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.5.2. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BEPLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROMTHE SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUMCOVER OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTSIN THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALLREMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.5.3. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPEAPPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITYAGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.5.4. IF ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTESAND WHEN BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING ALL NECESSARY PERMITS AND MEETING GOVERNING CODES. THECONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFICLOCATION OF BURNING.6. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT.ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THECONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A"BURNING DAY".7. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITSOF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONEAS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESSSPECIFIED OTHERWISE.8. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITYSURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMSTHE WORK.9. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDEACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOREMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLYMARKED IN ACCORDANCE WITH THE SPECIFICATIONS.10. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHEDACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE ANDSMOOTH, FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS,RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF±4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONSWITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALLSEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO-SEEDER". HAND SEEDING SHALL BEAUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER.TREE PROTECTION AREADO NOT ENTER40"4"4"4"4"4"4"DO NOT ENTERTREE PROTECTION AREA PARA ARBOLES - NO ENTRE ZONA DE PROTECCION 36"DESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C5.6 SEC Notes and Details.dwg 12/12/2019 4:00 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C5.6 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SEDIMENTATION ANDEROSION CONTROLNOTES AND DETAILS SEDIMENT BASIN DECOMMISSIONING1. DEWATER THE BASIN BY PUMPING THE RETAINED WATER THROUGH A SILT BAG DOWNSTREAMOF THE BASIN. THE SILT BAG MUST BE IN GOOD WORKING ORDER AND FREE OF TEARS.2. ONCE THE BASIN IS DEWATERED, REMOVE ACCUMULATED SEDIMENT FROM THE EXCAVATEDSEDIMENT STORAGE AREA. SEDIMENT MUST BE STORED IN A LOCATION APPROVED FORSTOCKPILING AND PROTECTED WITH SUITABLE EROSION CONTROL DEVICES.3. REMOVE BAFFLES AND REGRADE BASIN AREA TO ORGINIAL SCM #1 DIMENSIONS AS SHOWN ONSHEET C2.2.4. SEED AND MULCH THE DISTURBED AREAS IN ACCORDANCE WITH THE SEEDINGSPECIFICATIONS INCLUDED IN THESE PLANS. COVER SEEDED AREAS WITH AN APPROPRIATEROLLED EROSION CONTROL PRODUCT.5. REPAIR AND RESEED BALD/DAMAGED AREAS IMMEDIATELY.
FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comTEMPORARY SKIMMER BASIN with RISEREC5NOT TO SCALE6" #57 STONEATTACHMENT POINTFOR PUMP DISCHARGEPUMP DISCHARGEHOSEATTACHMENT POINTFOR PUMP DISCHARGEPUMP DISCHARGEHOSEGEOTEXTILE FILTER BAG SIZEDFOR PUMP DISCHARGE(MIN. 10'X15')6" #57 STONEUNDISTURBED EARTHSEWN-IN PIPEDISCHARGE SLEEVESEWN-IN PIPEDISCHARGE SLEEVEINSTALL ON LESSTHAN 5% SLOPEDEWATERING SILT BAGEC9NOT TO SCALEPOROUS BAFFLE DETAILNOT TO SCALEEC6STRAW BALE(TYP)NATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)PLYWOOD48"X24"PAINTED WHITEBLACK LETTERS6" HEIGHT1.12" DIASTEEL WIRESTAPLE DETAILCONCRETEWASHOUTWOOD FRAME SECURELYFASTENED AROUNDENTIRE PERIMETERWITH TWO STAKESTWO-STACKED2X12 ROUGHWOOD FRAMESTAKE(TYP)LATH ANDFLAGGING ON3 SIDESWOOD 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.PLANPLANPLANSECTION B-BSECTION A-ASECTION B-BLAGSCREWS36"36"10 mil PLASTICLININGVARIES10' MINIMUM10 mil PLASTICLININGBBBERM10 mil PLASTICLININGVARIESAASANDBAG10' MINIMUMBERMSANDBAG10 mil PLASTIC LINING3'2"8"10 mil PLASTICLININGVARIESBB10' MINIMUM10 mil PLASTIC LININGSTRAW BALEBINDER WIREMAINTENANCE REQUIREMENTS:1. INSPECT STRUCTURE WEEKLY AND AFTER SIGNIFICANT (12 INCH ORGREATER) RAINFALL EVENTS TO SEE IF ANY CONCRETE ORRESIDUE AROUND OR BELOW THE WASHOUT HAS TAKEN PLACE.IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHERDAMAGE.CONCRETE WASHOUTEC7NOT TO SCALEHORSESHOE INLET PROTECTIONEC10NOT TO SCALETEMPORARY DIVERSION DITCHEC12UPDATED MARCH, 2017NOT TO SCALESTEEL POST2'-0"WOVEN WIRE FABRICVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADEMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRESTREE PROTECTION AREADO NOT ENTERORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)ORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)WARNING SIGNPLASTIC ORWIRE TIESFRONT VIEWSIDE VIEWWARNING SIGNNOTE: FOR TREE PROTECTION ONLYWARNING SIGN DETAILPROVIDE WARNINGLANGUAGE IN BOTHENGLISH AND SPANISH,AS SHOWN40"36"
4'-0"
4"4"4"4"4"4"DO NOT ENTERTREE PROTECTION AREA PARA ARBOLES - NO ENTRE ZONA DE PROTECCION 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE ( SEE DETAIL TPP-02 FOR EXAMPLES)2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER FOR THE REMAINDER5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS SHOWN.36"NOTES:STANDARD TREE PROTECTION DETAILEC8NOT TO SCALEDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C5.7 SEC Details.dwg 12/13/2019 11:26 AM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C5.7 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SEDIMENTATION ANDEROSION CONTROLDETAILSSILT FENCEEC11NOT TO SCALE
FINAL DESIGN DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comFENCE AND GRAVEL INLET PROTECTIONEC14NOT TO SCALESWALE MATTING INSTALLATIONEC13NOT TO SCALEDESCRIPTIONP:\2019\19.01906-MoseleyArc-Johnston Co PSC\Drawings\Sheets\C5.8 SEC Details.dwg 12/20/2019 1:53 PM SPENCER MEEKINS
DATEREVISIONSDATE:DEC. 20, 201919.01906NO:C5.8 JOHNSTON COUNTY DETENTION CENTER
JOHNSTON COUNTY, NC
DHSR # J-338 RAJ/JSD FID. NO. 190449SEDIMENTATION ANDEROSION CONTROLDETAILSRIP RAP CHECK DAMEC16NOT TO SCALECONCRETE BLOCK CURB INLET #57 WASHED STONEFILTERNOTES:APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITYIS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OFTHE INLET.SEDIMENT LADENRUNOFFWIRE MESHOVERFLOWFILTERED WATERCURB INLET2"x 4" STUD BRACEWIRE SCREENSEDIMENTBLOCK AND GRAVEL INLET PROTECTIONEC15NOT TO SCALENOTES:1. APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY ISNECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THEINLET.2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN ANDREPAIRED AS REQUIRED.3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT OFBARRIER.SLOPE MATTING INSTALLATIONNOT TO SCALE℄