Bryant Street Medical Office - 7070.0518 - Bryant Street Medical Office BuildingFlat

WWWWWCopyright 2018 CES Group Engineers, LLPAERIAL VIEW OF SITENOT TO SCALECITY GIS / ZONING MAPNOT TO SCALEMAP DATA © 2018 Google MAPSMAP DATA © 2018 IREDELL CO. GISSITEOWNER / DEVELOPERBRYANT STREET PROFESSIONALCONDOMINIUMS, LLCC/O DR. HARSH GOVIL AND DR. VIVEK TRIVEDI146 FLORA VISTA DRIVEMOORESVILLE, NC 28117PH: 216-280-3463EMAIL: [e-mail]:City of StatesvilleNATURAL GAS:Public Service Corporation of North CarolinaWATER & SEWER:City of StatesvillePHONE / CABLE / ETC...T.B.D.PIN NUMBER/PARCEL ID 4745-20-8391STATESVILLE, NC 28677IREDELL COUNTY, N.C.BRYANT STREETVICINITY MAP NOT TO SCALESITES:\Engineer\Projects\7070.0518 - Bryant Street Medical Office Building\Drawings\_Sheets\7070 - Cover.dwgCIVIL ENGINEERCES GROUP ENGINEERS, LLPFIRM LICENSE #: F-1240274 N. HWY. 16, SUITE 300DENVER, NC 28037PH: 704.489.1500LAND SURVEYORCES GROUP ENGINEERS, LLPFIRM LICENSE #: F-1240274 N. HWY. 16, SUITE 300DENVER, NC 28037PH: 704.489.1500ARCHITECTDESIGN ASSOCIATESC/O LARRY SCHAEFFER, AIA245 EAST BROAD STREETSTATESVILLE, NC 28677PH: 704.873.4421MEDICAL OFFICE SITE PLANSITECLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070.0518DRAWING TITLE:DRAWING NUMBER:SEAL:PROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDI @ [phone]REVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.20.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.netSMCC0.0COVER SHEETSMC __DSL---------------------1 inch = ft.( IN FEET )GRAPHIC SCALE50C0.0 Cover SheetC1.0Existing Conditions &Demolition PlanC2.0 Erosion Control Plan Phase 1C3.0 Erosion Control Plan Phase 2C4.0 Site PlanC5.0Grading and Drainage PlanC6.0Road Plan & ProfileC7.0Utility PlanC8.0Sanitary Sewer Plan & ProfileC9.0Landscape PlanC10.1 EC DetailsC10.2 EC DetailsC10.3 EC DetailsC10.4 Site DetailsC10.5 Site DetailsC10.6 Sewer DetailsC10.7Water DetailsMAP DATA © 2018 Google MAPS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWREMOVE AND DISPOSE OFTREES MARKED WITH "X" SYMBOL (TYP)REMOVE AND DISPOSE OF74 LF 2'-6" CURB AND GUTTER74 LF SAWCUT EXISTING ASPHALTAT NEW DRIVEWAY LOCATION2' WIDE MILL AND OVERLAY ASPHALTENTIRE LENGTH OF SAWCUTEXISTING OVERHEAD UTILITY LINESUSE CAUTION32' F-FSMC C1.0EXISTINGCONDITIONS &DEMOLITIONPLANSMC SMCDSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - EXCOND.DWG, August 31, 2018 SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:Copyright 2018 CES Group Engineers, LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.netSURVEY NOTES:1. SURVEY INFORMATION PREPARED BY CES GROUP ENGINEERS, LLP DATED 3/19/2018(REVISED JULY 19, 2018 AND AUGUST 14, 2018).2. BENCHMARK:(TBM)FLANGE BOLTON HYDRANTELEV.:892.59DEMOLITION/CLEARING NOTES:1. LINEWORK PER FIELD MEASUREMENTS AND AS-BUILTS. CONTRACTOR SHALL VERIFYACTUAL LOCATIONS PRIOR TO BEGINNING WORK.2. CONTRACTOR SHALL REMOVE ALL ABOVE GROUND FEATURES WITHIN BUILDINGFOOTPRINT.3. PROTECT ADJACENT BUILDINGS, UTILITIES AND OTHER ITEMS FROM DAMAGE.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR PAYMENT OF ANY DAMAGEDITEMS TO REMAIN.4. THE LOCATION OF EXISTING UTILITIES AS PRESENTED ARE APPROXIMATE. CONTRACTORSHALL LOCATE ALL UTILITIES PRIOR TO START OF CONSTRUCTION, AND NOTIFY ENGINEEROF ANY DISCREPANCIES. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUNDUTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.5. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE ANDDISPOSED OF PER LOCAL ORDINANCES UNLESS OTHERWISE NOTED.6. SAW-CUT EXISTING ASPHALT PAVEMENT WHERE PROPOSED DRIVEWAY CONNECTS TOEXISTING BRYANT STREET.1 inch = ft.( IN FEET )GRAPHIC SCALE30EXISTING LEGEND
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWLIMITS OF DISTURBANCE = 3.60 ACLODLOD
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LODLODLODLODLODLODTSTSTSPSECMTEMPORARY DIVERSION (TYP)SEE DETAILTEMPORARY STRAW WATTLE (TYP)SEE DETAILTEMPORARY SILT FENCE (TYP)SEE DETAILTEMPORARY 18" HDPE SLOPEDRAIN WITH RIPRAP APRONSEE DETAILTEMPORARY 18" HDPE SLOPEDRAIN WITH RIPRAP APRONSEE DETAILTEMPORARY CONSTRUCTION ENTRANCE (TYP)SEE DETAILSILT FENCE OUTLETS (TYP)SEE DETAILSEDIMENT BAFFLES (TYP)SEE DETAILPROPOSED 5'X5' CONCRETECONTROL STRUCTUREPROPOSED SKIMMER (TYP)SKIMMER SIZE = 2.5 INORIFICE SIZE = 1.25 INCONNECT SKIMMER PIPE TOCONTROL STRUCTURE AT ELEV. 856.00SEE DETAILPROPOSED 3:1 SLOPESTEMPORARY DIVERSION (TYP)BYPASS OFFSITE DRAINAGE AROUND SITE.PROVIDE STRAW WATTLES TO CONTAINSEDIMENT FROM OFFSITE DISTURBED AREAS.SEE DETAILSTOCKPILE AREASEE TEMPORARY ANDPERMANENT SEEDING DETAILSSEED AND STABILIZE SLOPE WITH EROSION CONTROL MATTING.NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL.SKIMMER BASINBOTTOM ELEV = 856.00PROPOSED 20' WIDE EMERGENCY SPILLWAY1' THICK LAYER CLASS B RIPRAP ONNON-WOVEN GEOTEXTILE FABRICSPILLWAY ELEVATION = 861.50TEMPORARY CONCRETE WASHOUTSEE DETAILSMC C2.0EROSIONCONTROL PLANPHASE 1SMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - EC-1.DWG, August 31, 2018 SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUPENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.netEROSION CONTROL NOTES:1. ALL PRACTICES ARE REFERENCED TO NCDEQ EROSION AND SEDIMENT CONTROL PLANNINGAND DESIGN MANUAL. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE THE LATESTVERSION.2. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE TABLE ON THIS SHEET.3. ANY BORROW OR WASTE MATERIAL SHALL BE TAKEN / PLACED ON A SITE THAT HAS ANACTIVE APPROVED GRADING PERMIT. IF THIS IS NOT OBTAINABLE, THEN CONTRACTOR MAYSUBMIT PLAN FOR APPROVAL TO NCDEQ PRIOR TO ANY OFF-SITE BORROW / WASTE AREASBEING DENUDED AND ANY GRADING OPERATIONS STARTED ON THIS SITE.4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THIS PLAN IS IN VIOLATION OF THENCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.5. GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING.7. DETERMINATION OF AREA AND CALCULATIONS FOR ACREAGE OF LAND BEING DISTURBED:AUTOCAD CIVIL 3D.8. TOTAL DISTURBED AREA = 3.60 ACMAINTENANCE OF EROSION CONTROL MEASURES:1. INSPECT SEDIMENT FENCE PERIODICALLY & AFTER EACH RAINFALL EVENT & REPLACEDAMAGED FABRIC IMMEDIATELY. REMOVE EXCESS SEDIMENT DEPOSITS PROMPTLY. UPONSTABILIZATION & APPROVAL OF DRAINAGE AREA, REMOVE FENCING & RESTORE AREA TOGRADE.2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN THE SEDIMENT DEPTHEQUALS 0.5 FEET DEPTH AT THE FENCE. SILT FENCE WILL BE REPAIRED OR REPLACED ASNECESSARY TO ENSURE EFFECTIVENESS.3. INSPECT INLET AND PIPE PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANTRAINFALL (12 INCH OR GREATER). CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTSTO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE ORUNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.4. INSPECT CHECKDAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT,STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE WADDLE AND EROSION FROM HIGHFLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. ADDSTONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.5. INSPECT TEMPORARY SEEDED AREAS WITHIN 6 WEEKS OF PLANTING TO VERIFY ADEQUATESTANDS. FERTILIZE, RESEED & REMULCH DAMAGED & SPARSE AREAS IMMEDIATELY. TACKMULCH & REPLACE AS NECESSARY. CONTINUE INSPECTIONS UNTIL VEGETATION IS WELLESTABLISHED.6. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS FOR EROSION AROUND APRON &FOR STONE DISPLACEMENT. REPAIR IMMEDIATELY WITH SIMILAR SIZED STONES.7. INSPECT PERMANENT SEEDED AREAS FOR EROSION OR DIE-OUT FOR 1 YEAR. REPAIRDAMAGED, BARE, OR SPARSE AREAS BY FILLING GULLIES, REFERTILIZING, RESEEDING,MULCHING & TACKING.8. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE EROSION CONTROLMEASURES AND SHALL ADD ADDITIONAL MEASURES AS NEEDED TO COMPLY WITH THENORTH CAROLINA SEDIMENT CONTROL LAW AND LOCAL AUTHORITIES.9. NO ADJUSTMENTS WILL BE MADE TO THE CONTRACT PRICE FOR MAINTENANCE OF EROSIONCONTROL MEASURES.CONSTRUCTION SEQUENCE:1. OBTAIN PLAN APPROVAL FROM IREDELL COUNTY PLANNING AND DEVELOPMENT, EROSIONCONTROL SECTION.2. INSTALL A RAIN GAUGE ON THE SITE AND MAINTAIN A WRITTEN RECORD OF AMOUNTS OFALL RAINFALL AND DATES.3. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH EROSION CONTROL INSPECTORAND ENGINEER TO DISCUSS EROSION CONTROL MEASURES.4. MARK CONSTRUCTION LIMITS.5. INSTALL SILT FENCE, SILT FENCE OUTLETS AND CONSTRUCTION ENTRANCE.6. CALL IREDELL COUNTY PLANNING AND DEVELOPMENT, EROSION CONTROL SECTION FORFIRST INSPECTION.7. INSTALL TEMPORARY DIVERSIONS, SILT FENCE, SKIMMER BASIN, SEDIMENT BAFFLES ANDTEMPORARY ROCK CHECK DAMS.8. CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN EROSIONCONTROL MEASURES ARE APPROVED, BEGIN CONSTRUCTION.9. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE CONSTRUCTION BEGINS.10. CLEAR AND GRUB SITE, DISPOSE OF ANY TREES, TRIMMING, STUMPS AND BRUSH.11. ALLOW FOR RUNOFF TO ENTER DROP INLETS AND MAINTAIN INLET PROTECTION.12. COMPLETE SITE CONSTRUCTION WITHIN THE PROJECT LIMITS AND STABILIZE SITE.13. MAINTAIN AND RECORD SELF INSPECTIONS PER 15A NCAC 04B.0131 OF NCDEQ FOR EACHPHASE OF PROJECT TO ENSURE EROSION AND SEDIMENTATION CONTROL PLAN IS BEINGFOLLOWED.14. MAINTAIN STORM WATER INSPECTION LOG PER NPDES PERMIT.15. EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCEPER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5INCHES PER 24 HOUR PERIOD.16. AFTER THE SITE IS STABILIZED, INSTALL PERMANENT VEGETATION ON THE DISTURBEDAREAS AND REMOVE TEMPORARY EROSION CONTROL DEVICES. SPOT SEED AND MULCHALL RESULTING BARE AREAS.17. REMOVE ALL EROSION CONTROL DEVICES, SPREADING AND SEEDING ACCUMULATEDSEDIMENT. REMOVAL OF EROSION CONTROL MEASURES SHALL BE APPROVED BY EROSIONCONTROL INSPECTOR.18. REQUEST PRE-FINAL INSPECTION FOR "PUNCH LIST" ITEMS.19. REQUEST FINAL INSPECTION FROM IREDELL COUNTY PLANNING AND DEVELOPMENT,EROSION CONTROL SECTION.TEMPORARY GRAVEL CONSTRUCTIONENTRANCESEDIMENT BAFFLESSILT FENCE OUTLETTEMPORARY STRAW WATTLETEMPORARY SILT FENCETEMPORARY SILT DITCHLIMITS OF DISTURBANCEDRAINAGE DIVIDEDRAINAGE ARROWEROSION CONTROL LEGENDPSECMPERMANENT SEEDINGTEMPORARY SEEDINGEROSION CONTROL MATTINGTSMUMULCHINGCONCRETE WASHOUTROCK PIPE INLET PROTECTION1 inch = ft.( IN FEET )GRAPHIC SCALE30
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWTSTSPSPSTSPSTSPSECMDA-2DA-3DA-4DA-4ADA-4BDA-5ADA-5DA-6DA-6ADA-6BDA-7DA-8DA-7ADA-1ADA-1BMUTSPSECMMUMUECMMUTSPSTSPSECMLODLODLODLODLODLODLOD
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LODLODLODLODLODLODLODLODLODPHASE 2LIMITS OF DISTURBANCE = 3.83 ACTEMPORARY DIVERSION (TYP)SEE DETAILTEMPORARY STRAW WATTLE (TYP)SEE DETAILTEMPORARY SILT FENCE (TYP)SEE DETAILTEMPORARY 18" HDPE SLOPEDRAIN WITH CLASS B RIPRAP APRONSEE DETAILTEMPORARY 18" HDPE SLOPEDRAIN WITH CLASS B RIPRAP APRONSEE DETAILSILT FENCE OUTLETS (TYP)SEE DETAILPROPOSED 5'X5' CONCRETECONTROL STRUCTUREPROPOSED SKIMMER (TYP)SKIMMER SIZE = 2.5 INORIFICE SIZE = 1.25 INCONNECT SKIMMER PIPE TOCONTROL STRUCTURE AT ELEV. 856.00SEE DETAILPROPOSED 3:1 SLOPESSEED AND STABILIZE SLOPE WITH EROSION CONTROL MATTING.NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL.SKIMMER BASINBOTTOM ELEV = 856.00HARDWARE CLOTH AND GRAVEL INLET PROTECTION PRIORTO PAVING. SILT SACK INLET PROTECTION POST PAVING (TYP)SEE DETAILPROPOSED CLASS B RIPRAP APRONON NON-WOVEN GEOTEXTILEPROPOSED 20' WIDE EMERGENCY SPILLWAY1' THICK LAYER CLASS B RIPRAP ONNON-WOVEN GEOTEXTILE FABRICSPILLWAY ELEVATION = 861.50TEMPORARY ROCK PIPE INLET PROTECTIONSEE DETAILTEMPORARY ROCK PIPE INLET PROTECTIONSEE DETAILTEMPORARY CONCRETE WASHOUTSEE DETAILOWNER TO OBTAIN SEWER EASEMENT TO MAKESERVICE CONNECTION TO EXISTING SEWER MANHOLESMC C3.0EROSIONCONTROL PLANPHASE 2SMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - EC-2.DWG, August 31, 2018 SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUPENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.netEROSION CONTROL NOTES:1. ALL PRACTICES ARE REFERENCED TO IREDELL COUNTY EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE THELATEST VERSION.2. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE TABLE ON THIS SHEET.3. ANY BORROW OR WASTE MATERIAL SHALL BE TAKEN / PLACED ON A SITE THAT HAS ANACTIVE APPROVED GRADING PERMIT. IF THIS IS NOT OBTAINABLE, THEN CONTRACTOR MAYSUBMIT PLAN FOR APPROVAL TO IREDELL COUNTY PRIOR TO ANY OFF-SITE BORROW /WASTE AREAS BEING DENUDED AND ANY GRADING OPERATIONS STARTED ON THIS SITE.4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THIS PLAN IS IN VIOLATION OF THEIREDELL COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.5. GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE IREDELL COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO AFINE.6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING.7. DETERMINATION OF AREA AND CALCULATIONS FOR ACREAGE OF LAND BEING DISTURBED:AUTOCAD CIVIL 3D.8. TOTAL PHASE 2 DISTURBED AREA = 3.83 ACMAINTENANCE OF EROSION CONTROL MEASURES:1. INSPECT SEDIMENT FENCE PERIODICALLY & AFTER EACH RAINFALL EVENT & REPLACEDAMAGED FABRIC IMMEDIATELY. REMOVE EXCESS SEDIMENT DEPOSITS PROMPTLY. UPONSTABILIZATION & APPROVAL OF DRAINAGE AREA, REMOVE FENCING & RESTORE AREA TOGRADE.2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN THE SEDIMENT DEPTHEQUALS 0.5 FEET DEPTH AT THE FENCE. SILT FENCE WILL BE REPAIRED OR REPLACED ASNECESSARY TO ENSURE EFFECTIVENESS.3. INSPECT INLET AND PIPE PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANTRAINFALL (12 INCH OR GREATER). CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTSTO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE ORUNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.4. INSPECT WADDLES AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCHOR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATESUBMERGENCE AND DEPOSITION ABOVE THE WADDLE AND EROSION FROM HIGH FLOWSAROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. ADD STONES TODAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.5. INSPECT TEMPORARY SEEDED AREAS WITHIN 6 WEEKS OF PLANTING TO VERIFY ADEQUATESTANDS. FERTILIZE, RESEED & REMULCH DAMAGED & SPARSE AREAS IMMEDIATELY. TACKMULCH & REPLACE AS NECESSARY. CONTINUE INSPECTIONS UNTIL VEGETATION IS WELLESTABLISHED.6. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS FOR EROSION AROUND APRON &FOR STONE DISPLACEMENT. REPAIR IMMEDIATELY WITH SIMILAR SIZED STONES.7. INSPECT PERMANENT SEEDED AREAS FOR EROSION OR DIE-OUT FOR 1 YEAR. REPAIRDAMAGED, BARE, OR SPARSE AREAS BY FILLING GULLIES, REFERTILIZING, RESEEDING,MULCHING & TACKING.8. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE EROSION CONTROLMEASURES AND SHALL ADD ADDITIONAL MEASURES AS NEEDED TO COMPLY WITH THENORTH CAROLINA SEDIMENT CONTROL LAW AND LOCAL AUTHORITIES.9. NO ADJUSTMENTS WILL BE MADE TO THE CONTRACT PRICE FOR MAINTENANCE OF EROSIONCONTROL MEASURES.TEMPORARY GRAVEL CONSTRUCTIONENTRANCEHARDWARE CLOTH AND GRAVEL INLETPROTECTIONSILT FENCE OUTLETTEMPORARY STRAW WATTLETEMPORARY SILT FENCETEMPORARY DIVERSIONLIMITS OF DISTURBANCEDRAINAGE DIVIDEDRAINAGE ARROWEROSION CONTROL LEGENDPSECMPERMANENT SEEDINGTEMPORARY SEEDINGEROSION CONTROL MATTINGTSMUMULCHINGCONCRETE WASHOUTROCK PIPE INLET PROTECTION1 inch = ft.( IN FEET )GRAPHIC SCALE30CONSTRUCTION SEQUENCE:1. OBTAIN PLAN APPROVAL FROM IREDELL COUNTY PLANNING AND DEVELOPMENT, EROSIONCONTROL SECTION.2. INSTALL A RAIN GAUGE ON THE SITE AND MAINTAIN A WRITTEN RECORD OF AMOUNTS OFALL RAINFALL AND DATES.3. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH EROSION CONTROL INSPECTORAND ENGINEER TO DISCUSS EROSION CONTROL MEASURES.4. MARK CONSTRUCTION LIMITS.5. INSTALL SILT FENCE, SILT FENCE OUTLETS AND CONSTRUCTION ENTRANCE.6. CALL IREDELL COUNTY PLANNING AND DEVELOPMENT, EROSION CONTROL SECTION FORFIRST INSPECTION.7. INSTALL TEMPORARY DIVERSIONS, SILT FENCE, SKIMMER BASIN, SEDIMENT BAFFLES ANDTEMPORARY ROCK CHECK DAMS.8. CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN EROSIONCONTROL MEASURES ARE APPROVED, BEGIN CONSTRUCTION.9. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE CONSTRUCTION BEGINS.10. CLEAR AND GRUB SITE, DISPOSE OF ANY TREES, TRIMMING, STUMPS AND BRUSH.11. ALLOW FOR RUNOFF TO ENTER DROP INLETS AND MAINTAIN INLET PROTECTION.12. COMPLETE SITE CONSTRUCTION WITHIN THE PROJECT LIMITS AND STABILIZE SITE.13. MAINTAIN AND RECORD SELF INSPECTIONS PER 15A NCAC 04B.0131 OF IREDELL COUNTYFOR EACH PHASE OF PROJECT TO ENSURE EROSION AND SEDIMENTATION CONTROL PLANIS BEING FOLLOWED.14. MAINTAIN STORM WATER INSPECTION LOG PER NPDES PERMIT.15. EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCEPER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5INCHES PER 24 HOUR PERIOD.16. AFTER THE SITE IS STABILIZED, INSTALL PERMANENT VEGETATION ON THE DISTURBEDAREAS AND REMOVE TEMPORARY EROSION CONTROL DEVICES. SPOT SEED AND MULCHALL RESULTING BARE AREAS.17. REMOVE ALL EROSION CONTROL DEVICES, SPREADING AND SEEDING ACCUMULATEDSEDIMENT. REMOVAL OF EROSION CONTROL MEASURES SHALL BE APPROVED BY EROSIONCONTROL INSPECTOR.18. REQUEST PRE-FINAL INSPECTION FOR "PUNCH LIST" ITEMS.19. REQUEST FINAL INSPECTION FROM IREDELL COUNTY PLANNING AND DEVELOPMENT,EROSION CONTROL SECTION.
148881515PROPOSEDMEDICAL OFFICEBUILDING10,680 SF38 PARKING SPACES INFRONT PARKING LOT6'13.6'7.1'
6.9'24' F-F24' F-F18'9'24'24' F-F24'
10'
B-B
10'B-B10'B-B16.4'B-B10.3'16.4'6'6'8'13'9'18'24'9'16.4'B-B16.4'B-B24' F-F24'12'22.1'14.6'25.2'39.9'5'5'8'8'5'R25'R25'R15'R5'R5'R3'R5'R3'R27'R3'R3'R3'R5'R27'R5'R3'R3'R15'R15'24' F-FR3'R3'R15'R3'R3'SEDIMENTBASIN /WET POND6'8.5'
2.3'
F-F 2.3'F-F6' CONCRETE SIDEWALKPROPOSED 25.2'x39.9'CONCRETE PATIO6' CONCRETE SIDEWALK6' CONCRETESIDEWALK152.1'87.2'54.2'16.4'16.4'35.8'20.8'46.7'53.8'25'FRONTSETBACK10'SIDESETBACK25'REARSETBACK10'SIDESETBACK8'8'8'8'8'8'HC PARKINGSIGN TYP.STOP SIGN5'5'5' CONCRETESIDEWALK5' CONCRETESIDEWALK5' PLANTINGSTRIP5'5'10'10' OF RIGHT OF WAYTO BE DEDICATED TOCITY OF STATESVILLE39 LF SEGMENTALRETAINING WALLPROPOSED CONCRETE DUMPSTERPAD AND ENCLOSURE.SEE ARCHITECTURAL PLANS FOR DETAIL80 LFSEGMENTALRETAININGWALLPROPOSEDCONCRETESTEPS30 PARKING SPACES INREAR PARKING LOTPROPOSED LIGHT DUTY ASPHALTSEE DETAILPROPOSED LIGHT DUTY ASPHALTSEE DETAILPROPOSED HEAVY DUTY ASPHALTSEE DETAILPROPOSED HEAVY DUTY ASPHALTSEE DETAILPROPOSED CONCRETE APRONSEE DETAIL32.6'30'25'FRONTSETBACK__ C4.0SITE PLAN__ ____---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - SITE PLAN.DWG, August 31, 2018 SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:Copyright 2018 CES Group Engineers, LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net1 inch = ft.( IN FEET )GRAPHIC SCALE30CONTRACTOR NOTES:1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES ANDENSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES / FENCING AS NECESSARY TOENSURE SAFETY TO THE PUBLICSITE NOTES:1. DIMENSIONS AND COORDINATE POINTS ARE TO THE FACE OF CURB, EDGE OF PAVEMENT,OR CORNER OF BUILDING UNLESS OTHERWISE NOTED.2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE ANDLOCAL STANDARDS.3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THEOWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK.4. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL OBTAIN ALLREQUIRED PERMITS AND APPROVALS FROM ALL REGULATORY AUTHORITIES.5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIESAND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.6. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMAN ANDTHE PUBLIC SHALL BE PROTECTED FROM INJURY.7. DO NOT SCALE DRAWINGS FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION ANDSUBJECT TO DISTORTION.8. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALLCONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATESTEDITION.9. CONTRACTOR SHALL SAW-CUT EXISTING ASPHALT/CONCRETE AS NECESSARY TO TIE INSMOOTHLY TO EXISTING.10. THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC FILE OF THESEDRAWINGS UPON REQUEST.11. CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF EXISTING UTILITIES WITHTHE UTILITY OWNER AS APPLICABLE.12. STOP BEFORE YOU DIG. CALL NORTH CAROLINA 811, 811 OR 1-800-632-4949 A MINIMUM OF72 HOURS BEFORE DIGGING.13. ESTIMATED CONSTRUCTION TIMEFRAME IS 2018-2019.14. ALL PROPOSED CONCRETE SHALL BE 4,000 PSI COMPRESSIVE STRENGTHSITE INFORMATION:ZONING AND TAX MAP INFORMATIONCURRENT ZONING: O+I-2 (OFFICE AND INSTITUTIONAL COMPLEX DISTRICT)OVERLAY: NONEPIN #4745-20-8391JURISDICTION: CITY OF STATESVILLE / IREDELL COUNTYAREA SUMMARYTOTAL AREA = 4.00 ACRESEXISTING IMPERVIOUS AREA = 0.00 ACRESPROPOSED IMPERVIOUS AREA = 1.46 ACRESTOTAL IMPERVIOUS AREA = 1.46 ACRESIMPERVIOUS % = 37.0%SITE UTILITIESWATER - CITY OF STATESVILLE PUBLIC WORKSSEWER - CITY OF STATESVILLE PUBLIC WORKSELECTRICITY - DUKE ENERGYNATURAL GAS - PUBLIC SERVICE CORPORATION OF NORTH CAROLINATELEPHONE - TBDCABLE TV - TBDSETBACK REQUIREMENTSFRONT YARD = 25'SIDE YARD = 10'REAR YARD = 25'PARKING REQUIREMENTSPARKING REQUIREMENT: 6 SPACES PER 1000 SF OF GROSS FLOOR AREAPARKING SPACES REQUIRED: 10,680 SF/1000 = 10.68 * 6 = 65 SPACESPARKING SPACES PROVIDED: 68 SPACES (7 ADA ACCESSIBLE TOTAL, 1 VAN ACCESSIBLE)STATE AND LOCAL INFORMATIONFEMA PANEL: 3710474400J AND 3710474500JWATERSHED: NONESOILS ON SITE: LuC (LLOYD URBAN LAND COMPLEX)PcD2 (PACOLET SANDY CLAY LOAMTERRAIN CLASSIFICATION: ROLLINGFIRE DISTRICT: STATESVILLEEXISTING USE: VACANTPROPOSED USE: MEDICAL OFFICESURVEY INFORMATIONBOUNDARY AND TOPOGRAPHIC SURVEY (DATED MARCH 19, 2018, REVISED JULY 19, 2018 ANDAUGUST 14, 2018)PROVIDED BY: CES GROUP ENGINEERS, LLP.14
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWPROPOSEDBUILDING10,680 SFF.F.E 875.25RETAININGWALLWET PONDCONNECT ROOF DRAINSTO 12" HDPE (TYP)RETAININGWALLPROPOSED FOREBAYBERM WEIR ELEVATION = 855.00PROPOSED 6' WIDELITTORAL SHELF @ 6:1 SLOPESEE LANDSCAPE PLAN FOR PLANTINGSPROPOSED3:1 SLOPES10'PROPOSED SCMMAINTENANCE ANDACCESS EASEMENTCONNECTS TOSHERWOOD LANERIGHT OF WAYTOP OF EMBANKMENT = 863.00PROPOSED RIPRAP APRONINSTALLED ON NON-WOVENGEOTEXTILE FABRICSEE TABLE ON DETAIL SHEETSFOR DIMENSIONSPERMANENT POOL = 856.00BOTTOM = 851.00PROPOSED EMERGENCY SPILLWAYCLASS B RIPRAP INSTALLED ONNON WOVEN GEOTEXTILE FABRICSPILLWAY ELEVATION = 861.5020'46'STRUCTURE TABLESTRUCTURENAME:CB-2CB-3CB-4CB-4ACB-4BCB-5CB-5ACB-6CB-6ACB-6BCB-7CB-7ACB-8FES-1OS-1OS-2DETAILS:RIM = 867.43SUMP = 857.5 INV IN = 858.86 INV OUT = 857.50RIM = 867.39SUMP = 859.3 INV IN = 859.84 INV OUT = 859.34RIM = 868.37SUMP = 859.9 INV IN = 863.27 INV IN = 859.85 INV OUT = 860.45RIM = 867.56SUMP = 860.2 INV IN = 860.34 INV OUT = 860.24RIM = 867.60SUMP = 863.0 INV OUT = 862.96RIM = 870.00SUMP = 864.4 INV IN = 864.53 INV IN = 864.68 INV OUT = 864.43RIM = 870.00SUMP = 865.2 INV OUT = 865.16RIM = 873.47SUMP = 866.9 INV IN = 867.10 INV IN = 867.25 INV OUT = 866.85RIM = 873.75SUMP = 867.5 INV IN = 867.56 INV OUT = 867.46RIM = 873.61SUMP = 869.0 INV OUT = 868.98RIM = 877.03SUMP = 868.3 INV IN = 868.39 INV IN = 868.50 INV OUT = 868.29RIM = 877.15SUMP = 869.6 INV OUT = 869.61RIM = 877.03SUMP = 868.9 INV OUT = 868.86RIM = 858.22SUMP = ??? INV IN = 856.50RIM = 857.31SUMP = ??? INV IN = 855.51RIM = 857.67SUMP = 854.0 INV OUT = 856.00PIPES IN:P-3, 24" HDPE INV IN =858.86P-4, 18" HDPE INV IN =859.84P-5, 18" HDPE INV IN =863.27P-4A, 15" HDPE INV IN =859.85P-4B, 15" HDPE INV IN =860.34P-6, 18" HDPE INV IN =864.53P-5A, 15" HDPE INV IN =864.68P-7, 15" HDPE INV IN =867.10P-6A, 15" HDPE INV IN =867.25P-6B, 15" HDPE INV IN =867.56P-8, 15" HDPE INV IN =868.39P-7A, 15" HDPE INV IN =868.50P-2, 24" HDPE INV IN =856.50P-1, 18" RCP INV IN =855.51PIPES OUTP-2, 24" HDPE INV OUT =857.50P-3, 24" HDPE INV OUT =859.34P-4, 18" HDPE INV OUT =860.45P-4A, 15" HDPE INV OUT =860.24P-4B, 15" HDPE INV OUT =862.96P-5, 18" HDPE INV OUT =864.43P-5A, 15" HDPE INV OUT =865.16P-6, 18" HDPE INV OUT =866.85P-6A, 15" HDPE INV OUT =867.46P-6B, 15" HDPE INV OUT =868.98P-7, 15" HDPE INV OUT =868.29P-7A, 15" HDPE INV OUT =869.61P-8, 15" HDPE INV OUT =868.86P-1, 18" RCP INV OUT =856.00PIPE TABLENAMEP-1P-2P-3P-4P-4AP-4BP-5P-5AP-6P-6AP-6BP-7P-7AP-8SIZE18"24"24"18"15"15"18"15"18"15"15"15"15"15"LENGTH48.61'50.04'23.80'30.52'19.60'130.80'57.96'23.80'115.80'21.28'141.95'59.51'55.80'23.80'SLOPE1.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%1.00%1.00%2.00%2.00%2.00%MATERIALRCPHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEFROMOS-2CB-2CB-3CB-4CB-4ACB-4BCB-5CB-5ACB-6CB-6ACB-6BCB-7CB-7ACB-8TOOS-1FES-1CB-2CB-3CB-4CB-4ACB-4CB-5CB-5CB-6CB-6ACB-6CB-7CB-7SMC C5.0GRADING ANDDRAINAGE PLANSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - GRADING PLAN.DWG, August 31, 2018 SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net1 inch = ft.( IN FEET )GRAPHIC SCALE30GRADING AND DRAINAGE NOTES:1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOTASSUMED TO REPRESENT A BALANCED CUT / FILL CONDITION.2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATE AND SHALL PROVIDE ALL EARTHWORKNECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW ORSPOILS REQUIRED.3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDINGPAVING, LAWN AND LANDSCAPE AREAS.4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIESFOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS ANDSHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TOBEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FORALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THISCONTRACT.6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TOEXISTING GRADE.7. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTSAND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENTCROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSEELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.8. NO ON-SITE BURIAL PITS SHALL BE ALLOWED.9. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPEAND INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THEACTUAL QUANTITY OF PIPE REQUIRED.10. MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 1/4" /FT.11. TEMP. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. WITHOUT ADDITIONALSTABILIZATION MEASURES AND PRIOR APPROVAL.12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINEDFROM THE AFFECTED PROPERTY OWNERS.13. ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENTCOMPACTED STRUCTURAL FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORYMATERIAL COMPACTED TO THE STANDARDS OUTLINED IN THE SPECIFICATIONS.14. ALL HDPE PIPE SHALL BE ADS N-12 OR APPROVED EQUAL.15. ALL SPOT GRADE ABBREVIATIONS ARE AS FOLLOWS:B/C = BACK OF CURBT/C = TOP OF CONCRETET/A = TOP OF ASPHALTT/W = TOP OF WALLF/G = FINISH GRADEADA DETAIL GRADING INSETSCALE: 1" = 10'LEGEND850
SMC C6.0ROAD PLAN &PROFILESMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - ROAD PP.DWG, August 31, 2018 SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:Copyright 2018 CES Group Engineers, LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net1 inch = ft.( IN FEET )GRAPHIC SCALE40
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWPROPOSEDMEDICAL OFFICEBUILDING10,680 SFF.F.E.=875.25PROPOSED 167 LF 1.5" SDR21 PVC WATERSERVICE FROM METER TO BUILDINGPROPOSED 1.5"WATER METERPROPOSED 1.5"WATER CORP.PROPOSED1.5" REDUCED PRESSUREDETECTOR ASSEMBLYPROPOSEDGAS CONNECTION TO BEVERIFIED PER LOCATIONOF EXISTING MAINPROPOSED12" HDPEROOF DRAINPROPOSED12" HDPEROOF DRAINSEDIMENTBASIN /DRY PONDPROPOSED 21 LF 1.5" TYPE LHARD COPPER WATER SERVICEPROPOSED12" HDPEROOF DRAIN25'FRONTSETBACK10'SIDESETBACK25'REARSETBACK10'SIDESETBACK25'FRONTSETBACK20'20'SMC C7.0UTILITY PLANSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - UTILITY PLAN.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net1 inch = ft.( IN FEET )GRAPHIC SCALE30WATER DEMAND SUMMARYWATER DEMAND = 38 GPM(REFER TO PLUMBING PLANS FOR MORE INFORMATION)WATER AND SEWER NOTES:1. ALL WORK SHALL CONFORM TO LATEST REVISION OF THE CSPW OPERATIONAL MANUALWHICH IS ON FILE AT THE DIVISION OF CITY OF STATESVILLE PUBLIC WORKS OFFICE 301 S.CENTER STREET, STATESVILLE, NC 28687-11112. ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY CSPW.3. AT THE SITE KEEP AND MAINTAIN ONE RECORD COPY OF ALL CONTRACT DOCUMENTS,REFERENCE DOCUMENTS AND ALL TECHNICAL DOCUMENTS SUBMITTED IN GOOD ORDER.AS THE WORK PROGRESSES THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE SHALLRECORD ON ONE SET OF REPRODUCIBLE DRAWINGS ALL CHANGES AND DEVIATIONSFROM THE ORIGINAL PLANS. HE SHALL RECORD THE EXACT LOCATION OF ALL CHANGES INVERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND TIES AT EACH; SEWER, WATER,ELECTRIC, GAS, COMMUNICATION AND OTHER SERVICES BY OFF-SET DISTANCE TOPERMANENT IMPROVEMENTS SUCH AS BUILDING AND CURBS.THESE RECORD DRAWINGS MUST BE CERTIFIED BY THE NORTH CAROLINA REGISTEREDPROFESSIONAL ENGINEER WHO PREPARED THE PLANS AND SIGNS AND SEALS THESEPLANS. THE RECORD DRAWINGS SHALL INCLUDE VERTICAL AND HORIZONTAL ALIGNMENTOF ALL WATER, SEWER, AND EFFLUENT REUSE LINES, VALVES, TEES, BENDS, REDUCERS,HYDRANTS, PUMP STATIONS, SERVICE CONNECTIONS, METER BOXES AND/OR PADS, ANDOTHER PERTINENT STRUCTURES. PIPELINE RUNS IN EXCESS OF 500 FEET, WITHOUTFITTINGS SHALL INCLUDE VERTICAL ALIGNMENT INFORMATION AT 500 FOOT INTERVALS.SAID ALIGNMENT SHALL BE TIED TO PERMANENT IMPROVEMENTS, SUCH AS ROADWAYAND/OR RAILROAD CENTERLINES AND RIGHTS-OF-WAY, BUILDING AND PROPERTYCORNERS, AND SHALL BE CERTIFIED BY A PROFESSIONAL LAND SURVEYOR, LICENSED INTHE STATE OF NORTH CAROLINA. THE PROFESSIONAL LAND SURVEYOR CAN COORDINATEWITH THE CONTRACTOR TO INSTALL THE NECESSARY APPURTENANCES ON BURIEDUTILITIES TO FACILITATE THE SURVEY AFTER CONSTRUCTION IS COMPLETED. INADDITION, PARCEL ID NUMBERS AND STREET NAMES SHALL BE SHOWN ON THE PLAN.ON A CASE BY CASE BASIS, CITY OF STATESVILLE PUBLIC WORKS MAY WAIVE THEREQUIREMENT FOR CERTIFICATION BY A PROFESSIONAL LAND SURVEYOR, LICENSED INTHE STATE OF NORTH CAROLINA. HOWEVER, PRIOR CONSENT MUST FIRST BE OBTAINEDFROM CITY OF STATESVILLE PUBLIC WORKS. THE COUNTY SHALL WITHHOLD FINALACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR RECORD DRAWINGS ANDRELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT DETAILED FIELDVERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES SHOWN WILL BEREJECTED.4. A PRE-CONSTRUCTION MEETING IS REQUIRED BEFORE WORK MAY BEGIN. CITY OFSTATESVILLE PUBLIC WORKS SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECTMOBILIZATION.5. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO CSPW SPECIFICATIONS, ARESUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.6. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF CSPW IS SUBJECT TORE-EXCAVATION, REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THECONTRACTOR'S EXPENSE.7. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOBAT ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TOCOMPLETE WORK.8. CSPW INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION.9. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFYGRADES BEFORE BEGINNING CONSTRUCTION.10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TAKE ALL POSSIBLEPRECAUTIONS TO AVOID ANY DAMAGE TO ALL UNDERGROUND PIPELINES, TELEPHONE,CABLE TV, ELECTRIC LINES/CONDUITS AND STRUCTURES IN ADVANCE OF ANYCONSTRUCTION. CSPW WILL NOT GUARANTEE ANY LOCATIONS AS SHOWN ON THESEPLANS OR THOSE OMITTED FROM THESE PLANS. THE CONTRACTOR SHALL BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY OCCUR BY HIS FAILURE TOEXACTLY LOCATE AND PROTECT EXISTING UTILITIES AND STRUCTURES.11. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANYDISCREPANCIES IN QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THEPROJECT ENGINEER AND CSPW.12. ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIEDWITH.13. APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAY BAILS) WILL BEUTILIZED DURING ALL PHASES OF INSTALLATION AND GRADING. CONTRACTOR ISRESPONSIBLE FOR CONTACTING CITY OF STATESVILLE SOIL AND CONSERVATIONDEPARTMENT TO DETERMINE THE REQUIREMENTS FOR PERMITTING, DEVELOPING ANDMAINTAINING AN EFFECTIVE STORM WATER POLLUTION PREVENTION PLAN.14. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES ANDOTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE ATTHE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELYCORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURETO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES,AND OTHER FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESEDRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOTCONSTITUTE AN EXTRA, UNLESS APPROVED BY THE ENGINEER.15. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND CSPW IMMEDIATELYCONCERNING ANY CONFLICTS WITH CSPW UTILITIES/STRUCTURES ARISING DURINGCONSTRUCTION OF ANY FACILITIES SHOWN ON THESE DRAWINGS.16. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER NORTH CAROLINA COUNTYDEPARTMENT OF TRANSPORTATION (NCDOT).17. THE CONTRACTOR SHALL NOTIFY UTILITIES UTILIZING THE 811 SERVICE PRIOR TOSTARTING CONSTRUCTION.18. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS,FENCES, ETC., WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURINGCONSTRUCTION OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTOREALL AREAS AFFECTED BY THE CONSTRUCTION TO ITS ORIGINAL CONDITION, OR BETTER.19. WITHIN THE NCDOT RIGHT-OF-WAY, ALL DISTURBED AREAS SHALL RECEIVE GRASSING(SEEDING) OR SODDING MATERIALS IN ACCORDANCE WITH NCDOT SPECIFICATIONS.20. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR INASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH MAY BE ENCOUNTEREDDURING THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING,TO CONDUCT WHATEVER INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE ATTHEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BEENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED.21. ALL FRAMES, COVERS VALVE BOXES, METER BOXES AND MANHOLES SHALL BE ADJUSTEDTO FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION.LEGEND
SMC C8.0SANITARYSEWER PLAN &PROFILESMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - UTILITY PP.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net1 inch = ft.( IN FEET )GRAPHIC SCALE40
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWRADIUS = 60' (TYP.)148881515PROPOSEDBUILDING10,680 SF8'8' CLASS A STREET YARD BUFFER3 ORNAMENTAL TREES AND 18 MEDIUMSHRUBS PER 100 LINEAR FEETEXISTING OVERHEAD UTILITY LINES8' CLASS A STREET YARD BUFFER3 ORNAMENTAL TREES AND 3 LARGE, 3 MEDIUM, 3 SMALLSHRUBS PER 100 LINEAR FEET8'8'8'8'ZONING: O+I-2ZONING: O+I-2ZONING: O-1ZONING: O-1ZONING: O+I-2PS(TYP)ER(TYP)AW(TYP)FA(TYP)DY(TYP)8' CLASS A STREET YARD BUFFER3 ORNAMENTAL TREES AND 18 MEDIUMSHRUBS PER 100 LINEAR FEETPROPOSED PLANTINGS ON 6' WIDE VEGETATED SHELF AT AMINIMUM DENSITY OF 50 PLANTS PER 200 SF OF SHELF AREA.SHELF AREA = 1,765 SFTOTAL PLANTS REQUIRED = 450150 - JOE PYE WEED (Eupatoriadelphus fistulosis)150 - SPOTTED TRUMPETWEED (Eupatoriadelphus Fistulosis)150 - STARRUSH WHITETOP (Rhynchospora colorata)POND EMBANKMENTS TO BE MATTED (NORTHAMERICAN GREEN SC150 OR APPROVED EQUAL)AND SEEDED WITH TALL FESCUE.PROPOSEDWET PONDSMC C9.0LANDSCAPEPLANSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - LANDSCAPE PLAN.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net1 inch = ft.( IN FEET )GRAPHIC SCALE30LEGEND
SMC C10.1EC DETAILSSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - EC-DETAILS.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:Copyright 2018 CES Group Engineers, LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net
SMCC10.2EC DETAILSSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - EC-DETAILS.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.netSTRAW 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 WIRESTAPLEDETAIL10' MINIMUMVARIESPLAN10 mil PLASTIC LININGWOOD FRAME SECURELYFASTENED AROUNDENTIRE PERIMETERWITH TWO STAKESTWO-STACKED2X12 ROUGHWOOD FRAMESTAKE(TYP)TYPE "ABOVE GROUND"WITH WOOD PLANKSSECTION B-BNOT TO SCALEBBVARIES10' MINIMUMAA10 mil PLASTIC LINING10 mil PLASTIC LININGSANDBAGBERMBERM3'LATH ANDFLAGGING ON3 SIDESPLANNOT TO SCALESECTION A-ANOT TO SCALESANDBAGTYPE "BELOW GRADE"WOOD POST3.5"X3.5"X8'
SMCC10.3EC DETAILSSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - EC-DETAILS.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.netRATETYPEDATESAMENDMENTSTALL FESCUES (90%) ANDBLUEGRASS VARIETIES (10%)BLEND OF TWO TURF-TYPEGENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONSGENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITESBLEND OF 50% KY-31 TALLFESCUE AND 50% MIXTUREOF TWO OR MORE TURF TYPECOMMON BERMUDA GRASSDATESDATESAPRIL 15 - JUNE 30AUG. 25 - OCT.GRASS-LINED CHANNELS, DRY SOILSTYPETALL FESCUETYPEDATESAUG. 25 - SEPT. 15AUG. 25 - SEPT. 15FEB. 15 - MAR. 21DATESAUG. 25 - SEPT. 15TWO OR MORE KENTUCKYGRASS-LINED CHANNELS, AVERAGE SOILSTYPETALL FESCUESHIGH MAINTENANCE AREASTALL FESCUESERICEA LESPEDEZATYPEKOBE LESPEDEZA40 - 80 LB/ACRE ORRATERATE4 - 5 LB/1000 SF200 LB/ACRE OR1 - 2 LB/1000 SFAUG. 15 - DEC. 30RATE200 - 250 LB/ACRE 80 LB/ACRE 20 LB/ACRERATE10 LB/ACRE200 - 250 LB/ACREDATESTYPERYE (GRAIN)RATE120 LB/ACREAMENDMENTSAMENDMENTSDATESFEB. 15 - MAR. 21AUG. 25 - SEPT. 15PERMANENT SEEDING SPECIFICATIONS - PSGENTLE SLOPES, AVERAGE SOILSSTEEP SLOPES OR STONY, SHALLOW OR DRY SOILSLOW MAINTENANCE AREASTYPESERICEA LESPEDEZATALL FESCUEKOBE LESPEDEZAFEB. 15 - MAR. 21100 LB/ACRE 30 LB/ACRERATE10 LB/ACREDATESDATESJAN. 1 - MAY 1MAY 1 - AUG. 15TYPERYE (GRAIN)ANNUAL LESPEDEZAOR LOBETYPEGERMAN MILLET 40 LB/ACRE120 LB/ACRE 50 LB/ACRERATERATEPER NCDENR NCESCM CHAPTER 6.02, TABLE 6.02aTEMPORARY SEEDING SPECIFICATIONS - TSSEEDBED PREPARATION NOTES1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE COMPACTEDDURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION.4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL.5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING TO SEEDING SPECIFICATIONS BELOW.6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR FURROW SLOPES STEEPER THAN 3:1.7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS DISTURBED CONDITIONS.2000 LB/ACRE GROUNDAGRICULTURAL LIME- STONE AND750 LB/ ACRE OF 10-10-10 FERTILIZER2000 LB/ACRE GROUNDAGRICULTURAL LIME- STONE AND 750LB/ ACRE OF 10-10-10 FERTILIZER2000 LB/ACRE GROUND AGRICULTURALLIME- STONE AND 1000 LB/ ACRE OF10-10-10 FERTILIZERMULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. STRAW SHALL BE ANCHORED BY TACKINGWITH ASPHALT. NETTING OR MULCH ANCHORING TOOL.GRADED SLOPES AND FILLS -THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BERETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OFGROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10FERTILIZER. DRY SOIL, GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OFGROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10FERTILIZER. MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OFSTRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTINGOR MULCH ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BEUSED IN GRASS LINED CHANNELS TO CALCULATED HIGH WATER DEPTH.’
SMC C10.4SITE DETAILSSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - SITE-DETAILS.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net
SMC C10.5SITE DETAILSSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - SITE-DETAILS.DWG, August 31, 2018 SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.netNOT TO SCALETYPICAL LIGHT DUTY ASPHALTNOT TO SCALETYPICAL HEAVY DUTY ASPHALT TYPICAL RISER DETAILNOT TO SCALE4.0" PVC STUB WITH TURNED DOWN TEE1.0" LOW FLOW ORIFICE DRILLED INTOCAP IN BOTTOM OF TEE4" PVC INV = 856.0018" RCP OUTFLOW PIPEINV = 856.604" CONTROL ORIFICEWITH TRASH RACKINV = 859.205' OVERFLOW WEIR ON ALL FOUR SIDESINV = 861.00ANTI-FLOATATION CONCRETE BASE7'X7'X1.5'TOP TRASH RACK6" WALL THICKNESS5'X5' INSIDE DIMENSIONS5.5'RISER INVERT = 855.501.5" CONTROL ORIFICEWITH TRASH RACKINV = 859.204.0" PVC STUB WITH TURNED DOWN TEE1.0" LOW FLOW ORIFICE DRILLED INTOCAP IN BOTTOM OF TEE4" PVC INV = 856.0018" RCP OUTFLOW PIPEINV = 856.004" CONTROL ORIFICEWITH TRASH RACKINV = 859.205' OVERFLOW WEIR ON ALL FOUR SIDESINV = 861.00TOP TRASH RACK6" WALL THICKNESS5'X5' INSIDE DIMENSIONS5.5'RISER INVERT = 855.501.5" CONTROL ORIFICEWITH TRASH RACKINV = 859.204" PVC SCREW TYPE PLUGSET AT OR ABOVE 857.50TEMPORARY POOL ELEVATION = 857.40PERMANENT POOLELEVATION = 856.00DRILL 1.0" DIA. ORIFICE INTOMIDDLE OF 4" PVC CAP
SMC C10.6SEWER DETAILSSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - SEWER-DETAILS.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net
SMCC10.7WATER DETAILSSMC __DSL---------------------S:\ENGINEER\PROJECTS\7070.0518 - BRYANT STREET MEDICAL OFFICE BUILDING\DRAWINGS\_SHEETS\7070 - WATER-DETAILS.DWG, August 31, 2018SCOLDRENCLIENT:DRAWN BY:CHECKED BY:PROJECT NO:7070 - 0518DRAWING TITLE:DRAWING NUMBER:SEAL:C i ht 2018 CES G E i LLPPROJECT DESCRIPTION:BRYANT STREETMEDICAL OFFICE BUILDINGBRYANT STREET PROFESSIONAL CONDOMINIUMS, LLC146 FLORA VISTA DRIVE MOORESVILLE, NC 28117CONTACT: DR. HARSH GOVIL AND DR. VIVEK TRIVEDIREVISED BY:ISSUED BY:DATE: PURPOSE:07.19.18FIRST EC SUBMITTAL - IREDELL CO.FIRST TRC SUBMITTALFIRST PERMIT SUBMITTAL08.06.1808.31.18CES GROUP ENGINEERS, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300DENVER, NC 28037T 704. 489.1500 www.ces-group.net