SW3200501_The Grove at Chestnut Park - Site Development Set 4-24-2020 (SIGNED & SEALED)_5/5/2020

V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-COVR.dwg, COVER SHEET, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTIONR THE GROVE ATCHESTNUT PARKLOCATED ININDIAN TRAIL, UNION COUNTY, NCTHIS SET IS CURRENT THROUGH SHEET DATE 04/24/2020VICINITY MAPSCALE: 1" = 600'COVER SHEET
C0.0RHJDJHENGINEERING FIRM:ESP ASSOCIATES, INC.ADDRESS:3475 LAKEMONT BLVD.FORT MILL, SC 29708PHONE:[phone]FAX:[phone]CONTACT:MATTHEW REIKING, PEEMAIL:[e-mail]:MATTAMY CAROLINA CORPORATIONADDRESS:2127 AYRSLEY TOWN BLVD. SUITE 202CHARLOTTE, NC 28273PHONE:[phone]CONTACT:BRIAN JOHNSONEMAIL:[e-mail] AGENCY:TOWN OF INDIAN TRAILADDRESS:PO BOX 2430INDIAN TRAIL, NC 28079PHONE:[phone]INDEX OF SHEETSSHEET NO.SHEET NAMEORIGINAL DATEREVISED DATEC0.0COVER SHEET04/24/2020C0.1SITE DEVELOPMENT NOTES04/24/2020C1.0EXISTING CONDITIONS AND DEMOLITION PLAN04/24/2020C2.0OVERALL SITE PLAN04/24/2020C2.1SITE PLAN - SHEET 1 OF 204/24/2020C2.2SITE PLAN - SHEET 2 OF 204/24/2020C3.0OVERALL GRADING PLAN04/24/2020C3.1GRADING PLAN - SHEET 1 OF 204/24/2020C3.2GRADING PLAN - SHEET 2 OF 204/24/2020C3.3BMP PLAN - WET POND04/24/2020C4.0STORM DRAINAGE SYSTEM PLAN04/24/2020C4.1STORM DRAINAGE AREA PLAN04/24/2020C4.2STORM DRAINAGE PROFILES - SHEET 1 OF 604/24/2020C4.3STORM DRAINAGE PROFILES - SHEET 2 OF 604/24/2020C4.4STORM DRAINAGE PROFILES - SHEET 3 OF 604/24/2020C4.5STORM DRAINAGE PROFILES - SHEET 4 OF 604/24/2020C4.6STORM DRAINAGE PROFILES - SHEET 5 OF 604/24/2020C4.7STORM DRAINAGE PROFILES - SHEET 6 OF 604/24/2020C5.0MARION DRIVE PLAN & PROFILE - STA. 0+00 TO 11+4704/24/2020C5.1BURR STREET AND GROVE GATE LANE PLAN &PROFILE04/24/2020C6.0EROSION CONTROL PHASE 1 OVERALL04/24/2020C6.1EROSION CONTROL PHASE 1 - SHEET 1 OF 204/24/2020C6.2EROSION CONTROL PHASE 1 - SHEET 2 OF 204/24/2020C6.3EROSION CONTROL PHASE 2 OVERALL04/24/2020C6.4EROSION CONTROL PHASE 2 - SHEET 1 OF 204/24/2020C6.5EROSION CONTROL PHASE 2 - SHEET 2 OF 204/24/2020C6.6EROSION CONTROL DETAILS - SHEET 1 OF 304/24/2020C6.7EROSION CONTROL DETAILS - SHEET 2 OF 304/24/2020C6.8EROSION CONTROL DETAILS - SHEET 3 OF 304/24/2020C7.0SIGNAGE PLAN04/24/2020C8.0SITE DEVLEOPMENT DETAILS - SHEET 1 OF 504/24/2020C8.1SITE DEVELOPMENT DETAILS - SHEET 2 OF 504/24/2020C8.2SITE DEVELOPMENT DETAILS - SHEET 3 OF 504/24/2020C8.3SITE DEVELOPMENT DETAILS - SHEET 4 OF 504/24/2020C8.4SITE DEVELOPMENT DETAILS - SHEET 5 OF 504/24/2020L1.0TREE PRESERVATION AND TREE PLANTING PLAN04/24/2020PROJECT SITECHESTNUT PARKWAYMATTHEWS-INDIANTRAIL ROADINDEPENDENCE BLVDNORTH ORIENTED TO
NC GRID (NAD 83/2011)04/01/202004/02/202004/17/202004/23/202004/24/2020
EXISTING CONDITIONS NOTES:1. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY.2. THIS PROPERTY IS ZONED MX-D.3. TOTAL SITE AREA: ±7.87 AC.4. TAX PARCEL (DEED BOOK & PAGE): 07105010B (7252, 554), 07105010 (4951, 760), 07105009 (215, 725), 07105009 (7344, 891), 07105010A (1203, 591), 07105008A80 (5698, 421), 07105008A90 (5698, 421)5. BOUNDARY LINE INFORMATION TAKEN FROM ATLA SURVEY BY ESP ASSOCIATES, INC., TITLED"ATLA/NSPS LAND TITLE SURVEY OF: UNION STATION OF NORTH CAROLINA, LLC PROPERTYBEING 7.867 ACRES" ON MARCH 4, 2020.6. TOPOGRAPHIC INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY TITLED "TOPOGRAPHICSURVEY OF: 7.867 ACRES ON MATTHEWS-INDIAN TRAIL ROAD" PROVIDED BY ESP ASSOCIATES,INC. ON JANUARY 15, 2020.7. HORIZONTAL CONTROL DATUM: NAD 83/2011, VERTICAL CONTROL DATUM: NAVD 88.8. SUBJECT TRACT IS GRAPHICALLY LOCATED IN ZONE X, PER FEMA FIRM MAP NUMBERS 3710540900J AND 3710540800J, BOTH WITH AN EFFECTIVE DATE OF OCTOBER 16, 2008.9. PROJECT LOCATED IN YADKIN PEE-DEE RIVER BASIN.10. PROJECT BENCHMARKS:ONSITE BENCMARK #1:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH: 490,219.15EAST: 1,501,094.09ELEVATION: 703.17 (NAVD88)ONSITE BENCMARK #2:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH:489,547.39EAST:1,500,337.19ELEVATION: 696.21 (NAVD88)DEMOLITION NOTES:1. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIORTO BEGINNINGS WORK. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGEDURING DEMOLITION WORK. ANY OFF SITE AREAS DISTURBED SHALL BE RETURNED TO ACONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.2. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED OFOFF SITE. ALL DEBRIS SHALL BE HAULED OFF SITE TO A DISPOSAL AREA APPROVED BY THESTATE OF NORTH CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS.3. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE UTILITIESAND ENSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OFCONSTRUCTION/DEMOLITION ACTIVITIES ACCORDING TO NC STATE LAW. CONTRACTOR SHALLVERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.4. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALLBECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THEAPPROPRIATE UTILITY PROVIDER WHEN WATER, SEWER, GAS, POWER OR COMMUNICATION LINESAND/OR METERS ARE TO BE REMOVED OR RELOCATED. THE CONTRACTOR SHALL BERESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH THE TOWN OF INDIANTRAIL, UNION COUNTY PUBLIC WORKS, AND UTILITY PROVIDER REQUIREMENTS.5. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGEDURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT AREDAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTERTHAN THE EXISTING CONDITION AT NO ADDITIONAL COST. THE OWNER AND ENGINEER SHALL BEIMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE.6. ALL CURB AND GUTTER AND SIDEWALKS NOTED FOR REMOVAL SHALL BE REMOVED TO THENEAREST JOINT BEYOND NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED.7. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING PAVED SURFACES FORPATCHING OR WIDENING.8. CONSTRUCTION ENTRANCE AND SILT FENCE PER THE APPROVED EROSION CONTROL PLANSSHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS.9. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL METHODSAS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDEDAND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT.10.UNDERGROUND UTILITIES BASED ON THE LOCATION OF PAINT MARKS AND/OR PIN FLAGSPLACED BY NC ONE CALL UTILITY LOCAITON CONTRACTOR. OTHER UTILITEIS WHICH WERE NOTOBSERVED AND NOT SHOWN HERON MAY EXIST.11.ANY WELLS OR ON-SITE WASTEWATER DISPOSAL SYSTEMS DISCOVERED DURING THECONSTRUCTION PROCESS SHALL BE ABANDONED IN ACCORDANCE WITH APPLICABLE NORTHCAROLINA LAWS AND RULES AFTER CONTACTING UNION COUNTY ENVIRONMENTAL HEALTH TOOBTAIN NECESSARY PERMITS.EROSION CONTROL NOTES1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROLDEVICES AND STRUCTURES TO MINIMIZE EROSION.2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION AND ALL EASEMENTS MUSTBE CURRENT.3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE OF ALLDISTURBED AREAS. SILT FENCE SHOWN ON THIS PLAN IS THE MINIMUM THAT SHALL BEINSTALLED. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE WHEREVER FIELDCONDITIONS WILL RESULT IN SEDIMENTATION OF NON-DISTURBED AREAS.4. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE PER WEEK ANDAFTER EACH SIGNIFICANT (ON-HALF INCH OR GREATER) RAINFALL EVENT AND MAKE ANYNECESSARY REPAIRS IMMEDIATELY. CONTRACTOR SHALL KEEP RECORDS OF ALL INSPECTIONS.5. SOILS PRESENT ON-SITE ARE: CmB, BdB2, CmB6. TOTAL DENUDED AREA IS: 8.23 AC7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THETOWN/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY AREPRESENTATIVE OF THE TOWN/COUNTY/STATE ENGINEERING DEPARTMENT.9. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBEDPERIMETER AREAS WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETEDOR HAS TEMPORARILY CEASED.10. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS ANDGRADED SLOPES AND FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTERA PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY CEASED.11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE TOWN/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO AFINE.12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURESREQUIRED PER THE APPROVED EROSION CONTROL PLANS THROUGHOUT THE LIFE CYCLE OFTHE PROJECT. THIS MAY INCLUDE: CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSIONDITCHES, SEDIMENT BASINS AND TRAPS, SILT FENCE BAFFLES, AND TREE PROTECTION FENCE.13. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE TOWN OF INDIAN TRAIL AND NCDEQ. ADDITIONAL INSPECTIONS MAY BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDINGBUT NOT LIMITED TO: RANDOM INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OROTHER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREASIDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS ORPOLLUTANTS; INSPECTIONS OF BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITHHIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR POLLUTANTS OR WITH DISCHARGESOF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OFSTATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORMWATER PERMIT; ANDJOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVIRONMENTAL AND SAFETYLAWS. INSPECTIONS MAY INCLUDE BUT ARE NOT LIMITED TO: REVIEWING MAINTENANCE ANDREPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER, AND MATERIALOR WATER IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMWATER MANAGEMENTPRACTICES.14. THE PROPERTY OWNER SHALL GRANT TO TOWN OF INDIAN TRAIL, UNION COUNTY, NC DEQ,OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT REASONABLETIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION.15. ANY SKIMMER OTHER THAN A FAIRCLOTH BRAND OF SIZE/ORIFICE SPECIFIED IN THE PLANSMUST HAVE CALCULATIONS SUBMITTED AND APPROVED PRIOR TO INSTALLATION.16. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITEWITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITYREGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTEMANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.17. DIRECTLY PUMPING OUT A SEDIMENT BASIN IS CONSIDERED BYPASSING A STORMWATERCONTROL FACILITY IN VIOLATION OF SECTION IV (3) OF NPDES PERMIT NCG010000 STORMWATERDISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. IF ANY DRAINING OCCURS OF THESEDIMENT BASIN, SUCH AS FOR MAINTENANCE OF THE BASIN OR CONVERSION TO THEPOST-CONSTRUCTION STORMWATER MEASURE, THE DRAINAGE MUST OCCUR THROUGH A SILTBAG AND DISCHARGED IN A NON-EROSIVE MANNER.18. ADDITIONAL MEASURES MAY BE REQUIRED. THE DEVELOPER SHALL BE RESPONSIBLE FORTHE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATIONCONTROL MEASURES PROVE INSUFFICIENT, THE DEVELOPER MUST TAKE THOSE ADDITIONALSTEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.SPECIAL INSPECTIONS NOTEEFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIESMUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACHPHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN IS BEING FOLLOWED. A SAMPLE SELF-INSPECTION REPORT, AS WELL ASDETAILS OF THE SELF-INSPECTION PROGRAM CAN BE FOUND ONLINE AThttps://deq.nc.gov/about/divisions/energy-mineral-land-resources.AT A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWINGPHASES OF THE PLAN:1.INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.2.INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.3.CLEARING AND GRUBBING OF EXISTING GROUND COVER.4.COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OFSTABILIZATION.5.INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.6.COMPLETION OF CONSTRUCTION OR DEVELOPMENT.7.QUARTERLY INSPECTIONS UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVERIS FULLY ESTABLISHED.NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTIONREQUIREMENTS.EROSION CONTROL SEQUENCE (PHASE 1)1. CONSTRUCTION CONTACT THE SEDIMENT AND EROSION CONTROL INSPECTOR TO SET UP APRELIMINARY MEETING 48 HOURS PRIOR TO STARTING WORK.2. CLEAR AND GRUB SITE NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. FORAREAS TO BE DISTURBED REFER TO TABLE BELOW.3. INSTALL SILT FENCE, SILT FENCE OUTLETS, CHECK DAMS, AND TEMPORARY CONSTRUCTIONENTRANCE AS SHOWN ON PLANS.4. CALL THE INSPECTOR FOR AN INSPECTION OF CONTROL MEASURES ONCE INSTALLED.5. CLEAR EXISTING VEGETATION AND DEMOLISH EXISTING STRUCTURES AS REQUIRED TOCONSTRUCT PROPOSED SEDIMENT BASINS AS SHOWN ON PLANS.6. CONSTRUCT TEMPORARY DIVERSION DITCHES/DIKES, AND TEMPORARY SLOPE DRAINS ASSHOWN ON PLANS.7. PERFORM GRADING OPERATIONS AS SHOWN ON PLANS.8. THE CONTRACTOR SHALL STABILIZE SKIMMER SEDIMENT BASINS AS SOON AS PRACTICAL, BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS OF COMPLETING BASIN CONSTRUCTION.9. CLEAR AND GRUB THE REMAINDER OF THE AREA(S) WITHIN THE PHASE FOR GRADINGOPERATIONS. REFER TO TABLE BELOW.CONSTRUCTION SEQUENCE - EROSION CONTROL PHASE 2:1. AS STORM DRAINAGE SYSTEM IS CONSTRUCTED, INLET PROTECTION SHALL BE INSTALLEDIMMEDIATELY AT EACH INLET. PROTECT EACH INLET OF STORM DRAINAGE SYSTEM UNTILAREAS CONTRIBUTING TO EACH INLET ARE PERMANENTLY STABILIZED.2. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROLDEVICES AND STRUCTURES.4.THE CONTRACTOR SHALL STABILIZE SEDIMENT BASINS AS SOON AS PRACTICAL, BUT IN ANYEVENT WITHIN 7 CALENDAR DAYS OF COMPLETING BASIN CONSTRUCTION.5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OFAGRICULTURE, TOWN OF INDIAN TRAIL POST-CONSTRUCTION STORMWATER ORDINANCE, ANDTHE TOWN OF INDIAN TRAIL LAND DEVELOPMENT STANDARDS MANUAL.SKIMMER SEDIMENT BASIN MAINTENANCE NOTES:1. INSPECT SKIMMER SEDIMENT BASIN AT LEAST ONCE PER WEEK AND AFTER EACHSIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.2. REMOVE SEDIMENT ONCE SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THEFIRST BAFFLE.3. REPAIR DAMAGED BAFFLES.4. RE-ANCHOR BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.5. UNCLOG SKIMMER AS NECESSARY.6. REPAIRS TO SPILLWAY FABRIC MUST USE FABRIC WHICH SPANS THE FULL WIDTH OF THESPILLWAY.7. REPAIR ANY EROSION DAMAGE AROUND THE EMBANKMENT, SPILLWAY AND OUTLET.8. REMOVE ALL TRASH AND DEBRIS FROM THE BASIN.9. BASIS OF DESIGN: FAIRCLOTH SKIMMERSILT FENCE MAINTENANCE NOTES:1. INSPECT SEDIMENT FENCES AT LEAST ONCE PER WEEK AND AFTER EACH RAINFALL. MAKEANY REQUIRED REPAIRS IMMEDIATELY.2. IF SILT FENCE FABRIC IS DAMAGED, REPLACE THE FABRIC IMMEDIATELY.3. REMOVE SEDIMENT DEPOSITS AS NECESSARY. DO NOT UNDERMINE THE FENCE DURINGCLEAN OUT.4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCINGMATERIALS AND UNSTABLE SEDIMENT DEPOSITS.TURBIDITY CURTAIN NOTES:1. TURBIDITY CURTAIN SHOULD NEVER BE ANCHORED FROM THE BOTTOM HEM.2. THE CURTAIN SHOULD NOT BE INSTALLED SO CLOSE TO CONSTRUCTION ACTIVITY AS TORISK DAMAGING THE CURTAIN OR OTHERWISE REDUCING ITS EFFICIENCY.3. A MINIMUM DISTANCE OF 12 INCHES MUST BE MAINTAINED BETWEEN THE BARRIER SKIRTHEM AND THE BOTTOM AT THE MEAN LOW WATER LEVEL.4. INSTALLATION SHOULD FOLLOW MANUFACTURER'S GUIDELINES.5. THE CURTAIN MUST FLOAT WITH AT LEAST 4-INCHES OF FREEBOARD.TURBIDITY CURTAIN MAINTENANCE NOTES:1. THE DEVELOPER / OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THETURBIDITY CURTAIN FOR THE DURATION OF THE PROJECT IN ORDER TO ENSURE THECONTINUOUS FILTRATION OF SEDIMENT.2. SHOULD REPAIRS TO THE FABRIC BECOME NECESSARY, THERE ARE NORMALLY REPAIRKITS AVAILABLE FROM THE MANUFACTURERS; MANUFACTURER'S INSTRUCTIONS MUST BEFOLLOWED TO ENSURE THE ADEQUACY OF THE REPAIR.3. WHEN THE CURTAIN IS NO LONGER REQUIRED AS DETERMINED BY THE INSPECTOR, THECURTAIN AND RELATED COMPONENTS SHALL BE REMOVED IN SUCH A MANNER AS TOMINIMIZE TURBIDITY. REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFOREREMOVING THE CURTAIN. SEDIMENT MAY BE REMOVED AND THE ORIGINAL DEPTH RESTORED.ANY SOILS MUST BE TAKEN TO UPLAND AREA AND BE STABILIZED.GENERAL NOTES1. UTILITY & SIDEWALK EASEMENT DEDICATED TO UNION COUNTY PUBLIC WORKS LOCATEDON EVERY LOT OFFSET FROM RIGHT-OF-WAY.2. ALL LOTS SHALL BE SERVED BY UNION COUNTY PUBLIC WATER AND PUBLIC SANITARYSEWER.3. NO PRINCIPAL BUILDING SHALL BE CONSTRUCTED INSIDE ANY DESIGNATED EASEMENT ASSHOWN ON THIS PLAN (I.E. DRAINAGE EASEMENT, SANITARY SEWER, RIGHT-OF-WAY, SIGHTTRIANGLE, ETC.).4. THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS,EASEMENTS, RIGHT-OF-WAYS, UTILITIES, AND COVENANTS WHICH ARE OF RECORD.5. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF INDIANTRAIL CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.6. CONTRACTOR IS RESPONSIBLE, AT CONTRACTOR'S EXPENSE, FOR ENSURING ANDOBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESEPERMITS MAY INCLUDE, BUT NOT LIMITED TO; GRADING, DEMOLITION, BLASTING, ZONING,BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE, WATER AND SEWER PERMITSAND APPROVALS.7. PIPE SYSTEMS, CHANNELS, AND RETAINING WALLS LOCATED IN COMMON OPEN SPACEAREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION FORTHIS DEVELOPMENT.8. PIPE SYSTEMS, CHANNELS, AND RETAINING WALLS LOCATED WITHIN RESIDENTIAL LOTSARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION.9. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE APPROPRIATEUTILITY SERVICE PROVIDER PRIOR TO ANY INTERRUPTION OF AN EXISTING UTILITY.STORM DRAINAGE NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER4. JUNCTION STRUCTURES INSTALLED OUTSIDE OF PAVEMENT AND LANDSCAPED AREAS SHALLBE SET TWO (2) FEET ABOVE FINAL GRADE.5. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOTSTANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED BY THE TOWN OF INDIAN TRAIL.6. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITHIN THE STREET RIGHT-OF WAY EXCEPTFOR CULVERTS EQUAL TO OR GREATER THAN SIXTY (60) INCHES IN DIAMETER. FOR CULVERTSEQUAL TO OR GREATER THAN SIXTY (60) INCHES, CORRUGATED STEEL OR ALUMINUM PIPE ISALLOWED IF IT HAS A CONCRETE POURED INVERT. MINIMUM GAGE FOR METAL PIPE SHALL BE 14GAGE.7. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET RIGHT-OF-WAY SHALL BE REINFORCEDCONCRETE PIPE, CORRUGATED METAL PIPE, OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE, ASAPPROVED BY THE TOWN ENGINEER. THE TOWN ENGINEER SHALL USE NO OTHER TYPE OF PIPEWITHOUT PRIOR APPROVAL. ALL PIPE SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE ANDTHE JOINT ENTIRELY INTERLOCKING.8. ALL CONCRETE SHALL BE 3600 PSI. ALL PRE-CAST STRUCTURES SHALL HAVE AN NCDOTAPPROVAL STAMP FOR THE MANUFACTURER BEFORE INSTALLATION. THE TOWN ENGINEER ORHIS REPRESENTATIVE MUST CHECK ALL PRE-CAST STRUCTURES PRIOR TO INSTALLATION FORFUTURE STREET ACCEPTANCE.9. ALL HIGH-DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR,CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATEDPOLYETHYLENE PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.10. CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS IIIREINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18)INCHES MINIMUM ON CROSS DRAIN CULVERTS).11. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THANTWO (2) FEET OF COVER WILL BE REVIEWED INDIVIDUALLY.12. RCP STORM DRAINAGE PIPE SHALL BE SINGLE OFFSET JOINT PIPE WITH PROFILE GASKET, INACCORDANCE WITH ASTM C44, UNLESS OTHERWISE SPECIFICALLY NOTED ON THE CONSTRUCTIONPLANS.13. PERFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE BFLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINTING METHOD.14. COUPLING BANDS AND FITTINGS SHALL BE USED FOR THE JOINING OF ALL HDPE PIPE.COUPLING BANDS SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE.GASKET COUPLING BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BEMADE OF CLOSED-CELL SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTMD1056, TYPE 2. GASKETS SHALL BE INSTALLED ON THE COUPLING BAND BY THE PIPEMANUFACTURER. ALL COUPLING BANDS SHALL MEET OR EXCEED THE SOIL-TIGHTNESSREQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23,PARAGRAPH 23.1.5.4(E). PIPE FITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294.15. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP ANDSMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'SSPECIFICATIONS.16. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.17. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUSTHAVE STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THIS MANUAL.18. ALL FRAMES, GRATES, RINGS, COVERS ETC., MUST CONFORM TO THE STANDARDS SET FORTHIN THIS MANUAL.19. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEEDHORIZONTAL TO ONE (1) FOOT VERTICAL (2:1).20. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALLBE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TOFLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.21. MATERIALS DEEMED BY THE ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BEREMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.22. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACHLAYER SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLEWITH THE STANDARD PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FORTHE TOP EIGHT (8) INCHES). AN INDEPENDENT TESTING LAB, AT NO COST TO THE TOWN SHALLPERFORM TESTING FOR ALL LIFTS.23. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTIONMETHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTEDIN PLACE.24. UNDER NO CIRCUMSTANCE SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLEDTRENCHES AFTER THE PIPE HAS BEEN PLACED.SITE NOTES1. PSDE = PRIVATE STORM DRAIN EASEMENT, SDE = PUBLIC STORM DRAIN EASEMENT.2. ALL RADII DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.3. SHADED CURB & GUTTER INDICATES LOCATION FOR SPILL CURB.4. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4" PER FOOT.5. MINIMUM SLOPE ON CURB AND GUTTER SHALL BE 0.50%, UNLESS SPILL CURB IS INDICATED.6. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES.7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.8. NO OBSTRUCTIONS, PLANTINGS, OR FENCING SHALL BE PERMITTED WITHIN SIGHTTRIANGLES, STORM DRAINAGE EASEMENTS (SDE) AND SANITARY SEWER EASEMENTS.9. ALL SITE CONCRETE (SIDEWALKS, CURB & GUTTER, ETC.) SHALL NOT BE LESS THAN 3600PSI STRENGTH AT 28 DAYS.10. LIGHTING PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.11. IRRIGATION PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.12. ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS.13. SITE TRIANGLES 35' X 35' SHALL BE PRESERVED FOR ALL INTERSECTIONS (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10' X 70' SHALL BE PROVIDED FOR ACCESS ONTOTHOROUGHFARE, COMMERCIAL, AND NCDOT STREETS (TYP.).ROAD AND PAVEMENT NOTES1. TYPICAL PAVEMENT SECTION (50' R/W SUBDIVISION STREETS)·1" BITUMINOUS CONCRETE SURFACE COURSE, S9.5B (UPON MEETING HOUSINGDENSITY-80% BUILD OUT.)·1 1/2" BITUMINOUS CONCRETE SURFACE COURSE, I19.0C (PLACED IMMEDIATELY UPON ABCOR ASPHALT BASE PLACEMENT.)·8" COMPACTED AGGREGATE BASE COURSE2. STREET CONSTRUCTION MATERIALS AND CONSTRUCTION STANDARDS SHALL MEET N.C.DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,AND ROADWAY STANDARD DRAWINGS AS REVISED JANUARY 2012 (AND AS SUBSEQUENTLYAMENDED), EXCEPT WHERE TOWN OF INDIAN TRAIL STANDARDS ARE MORE STRINGENT.3. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCEWITH THE MOST CURRENT NCDEQ AND TOWN OF INDIAN TRAIL STANDARDS. EROSION CONTROLMEASURES SHALL BE REMOVED AT PROJECT COMPLETION WHEN DEEMED NO LONGERNECESSARY BY THE ENGINEER. ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THERIGHT-OF-WAY OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED ANDMULCHED IMMEDIATELY COMPLETION OF CONSTRUCTION.4. ALL DRAINAGE STRUCTURES AND PIPE SHALL CONFORM TO NCDOT STANDARDS ANDSPECIFICATIONS5. COMPACTION TESTS WILL BE PERFORMED ON ALL SUBGRADE AND STONE BASE PER NCDOTREQUIREMENTS. OTHER TESTING THAT MAY NEED TO OCCUR DUE TO FIELD CONDITIONS IS TO THEDISCRETION OF THE TOWN AT NO COST. COPIES OF ALL FIELD TESTING SHALL BE SUBMITTED TOTOWN AND REVIEWED BEFORE PAVING BEGINS (STREETS, CURBS, SIDEWALKS, ETC.)6. PROOF ROLLING OF STREET SUBGRADE AND AGGREGATE BASE MATERIAL SHALL BEPERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER'S ENGINEER USING AN OVERLOAD (ON-SITE) TRIAXLE DUMP WITH 22-25 TONS OF STONE, THIRD AXLE LIFTED. IF RAIN OCCURSBEFORE PLACING STONE ON SUBGRADE THAT HAS BEEN PRROOFROLLED, OR IF RAIN OCCURSPRIOR TO PLACING ASPHALT ON STONE BASE THAT HAS BEEN PROOFROLLED, THE SUBGRADEAND STONE BASE MUST BE PROOFROLLED AGAIN. THE ENGINEER SHALL PROVIDE WRITTENVERIFICATION TO THE TOWN THAT THE SUBGRADE AND AGGREGATE BASE MATERIAL MEET THEDENSITY REQUIREMENTS AS SPECIFIED. FAILURE TO PROVIDE ENGINEER'S VERIFICATION OF THESUBGRADE AND STONE BASE COURSE COMPACTION COULD RESULT IN DELAY OF FINALACCEPTANCE OF THE DEVELOPMENT BY THE TOWN.7. THE FINAL LIFT OF ASPHALT PAVEMENT SHALL NOT BE PLACED UNTIL AFTER 80% OF THE HOMESITES ARE DEVELOPED. THE FINAL LIFT OF PAVEMENT SHALL NOT BE PLACED FOR STREETS THATWILL BE USED TO ACCESS FUTURE PHASES UNTIL THOSE PHASES REACH 80% BUILD-OUT. PRIORAPPROVAL SHALL BE OBTAINED FROM THE DIRECTOR OF ENGINEERING BEFORE PAVING THEFINAL LIFT FOR ANY STREET OR PHASE. REQUEST FOR APPROVAL SHALL BE IN WRITING.8. PRIOR TO FINAL ACCEPTANCE, THE DEVELOPER SHALL BE RESPONSIBLE FOR CORRECTING ALLPROBLEMS ASSOCIATED WITH THE PROJECT, INCLUDING THOSE ITEMS NOT NECESSARILYCOVERED BY THE PLANS, TO INSURE THE SATISFACTORY COMPLETION OF THE TOTAL PROJECT.9. REFERENCE SHEET C2.1-C2.2 AND C5.0-C5.1 FOR STREET CENTERLINE LINE AND CURVE TABLES. V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-NOTE.dwg, SITE DEVELOPMENT NOTES, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SITE DEVELOPMENT NOTES
C0.1RHJDJH04/01/202004/02/202004/17/202004/23/202004/24/2020
LEGENDEXIST. MAJOR CONTOUREXIST. MINOR CONTOUREXIST. STORM DRAINAGEEXIST. WATER LINEEXIST. SANITARY SEWEREXIST. FORCE MAINEXIST. GAS LINEEXIST. OVERHEAD POWER LINEEXIST. FIBER OPTIC LINEEXIST. BACK OF CURBEXIST. EDGE OF PAVEMENTEXIST. FENCEEXIST. TREE LINEEXIST. UTILITY POLEEXIST. FIRE HYDRANTEXIST. WATER METEREXIST. GATE VALVEPROP. LIMITS OF DISTURBANCEFOFODEMOLITION NOTES:1. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIORTO BEGINNINGS WORK. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGEDURING DEMOLITION WORK. ANY OFF SITE AREAS DISTURBED SHALL BE RETURNED TO ACONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.2. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED OFOFF SITE. ALL DEBRIS SHALL BE HAULED OFF SITE TO A DISPOSAL AREA APPROVED BY THESTATE OF NORTH CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS.3. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE UTILITIESAND ENSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OFCONSTRUCTION/DEMOLITION ACTIVITIES ACCORDING TO NC STATE LAW. CONTRACTOR SHALLVERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.4. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALLBECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THEAPPROPRIATE UTILITY PROVIDER WHEN WATER, SEWER, GAS, POWER OR COMMUNICATION LINESAND/OR METERS ARE TO BE REMOVED OR RELOCATED. THE CONTRACTOR SHALL BERESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH THE TOWN OF INDIANTRAIL, UNION COUNTY PUBLIC WORKS, AND UTILITY PROVIDER REQUIREMENTS.5. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGEDURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT AREDAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTERTHAN THE EXISTING CONDITION AT NO ADDITIONAL COST. THE OWNER AND ENGINEER SHALL BEIMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE.6. ALL CURB AND GUTTER AND SIDEWALKS NOTED FOR REMOVAL SHALL BE REMOVED TO THENEAREST JOINT BEYOND NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED.7. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING PAVED SURFACES FORPATCHING OR WIDENING.8. CONSTRUCTION ENTRANCE AND SILT FENCE PER THE APPROVED EROSION CONTROL PLANSSHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS.9. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL METHODSAS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDEDAND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT.10.UNDERGROUND UTILITIES BASED ON THE LOCATION OF PAINT MARKS AND/OR PIN FLAGSPLACED BY NC ONE CALL UTILITY LOCAITON CONTRACTOR. OTHER UTILITEIS WHICH WERE NOTOBSERVED AND NOT SHOWN HERON MAY EXIST.11.ANY WELLS OR ON-SITE WASTEWATER DISPOSAL SYSTEMS DISCOVERED DURING THECONSTRUCTION PROCESS SHALL BE ABANDONED IN ACCORDANCE WITH APPLICABLE NORTHCAROLINA LAWS AND RULES AFTER CONTACTING UNION COUNTY ENVIRONMENTAL HEALTH TOOBTAIN NECESSARY PERMITS.EXISTING CONDITIONS NOTES:1. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY.2. THIS PROPERTY IS ZONED MX-D.3. TOTAL SITE AREA: ±7.87 AC.4. TAX PARCEL (DEED BOOK & PAGE): 07105010B (7252, 554), 07105010 (4951, 760), 07105009 (215, 725), 07105009 (7344, 891), 07105010A (1203, 591), 07105008A80 (5698, 421), 07105008A90 (5698, 421)5. BOUNDARY LINE INFORMATION TAKEN FROM ATLA SURVEY BY ESP ASSOCIATES, INC., TITLED"ATLA/NSPS LAND TITLE SURVEY OF: UNION STATION OF NORTH CAROLINA, LLC PROPERTYBEING 7.867 ACRES" ON MARCH 4, 2020.6. TOPOGRAPHIC INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY TITLED "TOPOGRAPHICSURVEY OF: 7.867 ACRES ON MATTHEWS-INDIAN TRAIL ROAD" PROVIDED BY ESP ASSOCIATES,INC. ON JANUARY 15, 2020.7. HORIZONTAL CONTROL DATUM: NAD 83/2011, VERTICAL CONTROL DATUM: NAVD 88.8. SUBJECT TRACT IS GRAPHICALLY LOCATED IN ZONE X, PER FEMA FIRM MAP NUMBERS 3710540900J AND 3710540800J, BOTH WITH AN EFFECTIVE DATE OF OCTOBER 16, 2008.9. PROJECT LOCATED IN YADKIN PEE-DEE RIVER BASIN.10. PROJECT BENCHMARKS:ONSITE BENCMARK #1:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH: 490,219.15EAST: 1,501,094.09ELEVATION: 703.17 (NAVD88)ONSITE BENCMARK #2:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH:489,547.39EAST:1,500,337.19ELEVATION: 696.21 (NAVD88)FOFOFOFOFOFOFOFO V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-EXST COND.dwg, EXISTING CONDITIONS, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EXISTING CONDITIONS AND
DEMOLITION PLAN
C1.0RHJDJHR1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NORTH ORIENTED TONC GRID (NAD 83/2011)CHESTNUT PARKWAY(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(LOCATION OF UNDERGROUNDSANITARY SEWER UNKNOWN)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO REMAIN)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(CONTRACTOR TO COORDINATEWITH DEVELOPER PRIOR TO REMOVAL)(TO BE REMOVED)(CONTRACTOR TO COORDINATEWITH DEVELOPER PRIOR TO REMOVAL)(TO BE REMOVED)(TO BE REMOVED)(PER SWIM ASSOCIATION AS BUILTS)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO REMAIN)(TO REMAIN)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE RELOCATED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)(TO BE REMOVED)PROP.DISTURBANCELIMITS (TYP.)PROP.DISTURBANCELIMITS (TYP.)PROP.DISTURBANCELIMITS (TYP.)MATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)(TO BE REMOVED)PROP. 10' TEMPORARYCONSTRUCTION ESMT. (TYP.)PROP. 10' TEMPORARYCONSTRUCTION ESMT. (TYP.)(TO BE REMOVED)PROP. 20' TEMPORARYCONSTRUCTION ESMT. (TYP.)(TO REMAIN)PROP. 15' TEMPORARYCONSTRUCTION ESMT. (TYP.)04/01/202004/02/202004/17/202004/23/202004/24/2020
64706968676665616362596017867673839071897288758774857984778178828058575655545334525150494847464544434241403938373612345678910111213141516261819202131222324252728293033323515' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15'
SDE
15' S
D
E 15' PSDE15' SDEDEVELOPMENT DATA FOR THE GROVE AT CHESTNUT PARKTAX PARCEL (DEED BOOK & PAGE: 07105010B (7252, 554), 07105010 (4951, 760),07105009 (215, 725), 07105009 (7344, 891),07105010A (1203, 591), 07105008A80 (5698, 421),07105008A90 (5698, 421)JURISDICTION: TOWN OF INDIAN TRAIL, NCEXISTING ZONING:SF-1 & O-VC OVERLAYPROPOSED ZONING:MX-DTOTAL SITE AREA: ± 7.87 ACRESNUMBER OF LOTS: 90 LOTSPROPOSED AREA IN LOTS: 4.55 AC (57.81%)PROPOSED AREA IN R/W:2.29 AC (29.10%)PROPOSED AREA IN C.O.S:0.86 AC (10.93%)PROPOSED USE: SINGLE-FAMILY TOWNHOMESPROPOSED DENSITY:11.44 UNITS/ACMINIMUM LOT SIZE REQUIRED: N/AMINIMUM LOT SIZE PROVIDED: 1,803 SF (0.04 AC)AVERAGE LOT SIZE PROVIDED: 2,200 SF (0.05 AC)SETBACKS:FRONT YARD SETBACK (FRONT LOADED UNITS): 10 FTFRONT YARD SETBACK (REAR LOADED UNITS):15 FTSIDE YARD SETBACK: 10 FTSIDE YARD SETBACK AT CORNER: 10 FTREAR YARD SETBACK (FRONT LOADED UNITS):15 FTREAR YARD SETBACK (REAR LOADED UNITS):10 FTGARAGE SETBACK:20 FTREQUIRED TREE SAVE AREA:1.18 AC (15%)PROVIDED TREE SAVE AREA:1.18 AC (15%)COMMON OPEN SPACE:AREA NO. 10.34 ACAREA NO. 20.03 ACAREA NO. 30.12 ACAREA NO. 40.09 ACAREA NO. 50.02 ACAREA NO. 60.01 ACAREA NO. 70.07 ACAREA NO. 80.03 ACAREA NO. 90.10 ACAREA NO. 100.05 ACTOTAL0.86 AC (10.93%)STREET DATA FOR THE GROVE AT CHESTNUT PARK50' RIGHT-OF-WAYMARION DRIVE1,117 LFBURR STREET738 LFGROVE GATE LANE303 LFTOTAL2,158 LF**ALL STREETS SHALL BE PUBLIC AND ARE PROPOSED FOR ACCEPTANCE INTOTHE TOWN OF INDIAN TRAIL ROADWAY SYSTEM.LEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SANITARY SEWER EASEMENTPROP. SIDEWALK & UTILITY EASEMENTPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. TEMPORARY CONSTRUCTION ESMT.PROP. SIDEWALK & UTILITY EASEMENTIMPERVIOUS AREA DATA FOR THE GROVE AT CHESTNUT PARKSITE AREA: 7.87 ACPROJECT AREA FOR B.U.A. CALCS:7.87 ACTOTAL ESTIMATED BUILT-UPON AREAA. STREET CURB & PAVEMENT:1.36 AC (17.28%)B. SIDEWALKS & RAMPS:0.55 AC (6.99%)C. BUILDINGS (90 LOTS):2.25 AC (28.59%)D. DRIVEWAYS (90 LOTS):0.80 AC (10.17%)F. TOTAL ESTIMATED BUILT-UPON AREA:4.96 AC (63.02%)1. HOUSE, DRIVEWAY AND WALKWAY IMPERVIOUS AREAS HAVE BEENESTIMATED BASED ON ANTICIPATED DEVELOPMENT. FINAL SIZES ANDLOCATIONS OF HOUSES AND DRIVEWAYS ARE SUBJECT TO CHANGE.GENERAL NOTES1. UTILITY & SIDEWALK EASEMENT DEDICATED TO UNION COUNTY PUBLIC WORKS LOCATEDON EVERY LOT OFFSET FROM RIGHT-OF-WAY.2. ALL LOTS SHALL BE SERVED BY UNION COUNTY PUBLIC WATER AND PUBLIC SANITARYSEWER.3. NO PRINCIPAL BUILDING SHALL BE CONSTRUCTED INSIDE ANY DESIGNATED EASEMENT ASSHOWN ON THIS PLAN (I.E. DRAINAGE EASEMENT, SANITARY SEWER, RIGHT-OF-WAY, SIGHTTRIANGLE, ETC.).4. THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS,EASEMENTS, RIGHT-OF-WAYS, UTILITIES, AND COVENANTS WHICH ARE OF RECORD.5. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF INDIANTRAIL CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.6. CONTRACTOR IS RESPONSIBLE, AT CONTRACTOR'S EXPENSE, FOR ENSURING ANDOBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. THESEPERMITS MAY INCLUDE, BUT NOT LIMITED TO; GRADING, DEMOLITION, BLASTING, ZONING,BUILDING, DRIVEWAY, DETENTION, SUBDIVISION SPECIAL USE, WATER AND SEWER PERMITSAND APPROVALS.7. PIPE SYSTEMS, CHANNELS, AND RETAINING WALLS LOCATED IN COMMON OPEN SPACEAREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION FORTHIS DEVELOPMENT.8. PIPE SYSTEMS, CHANNELS, AND RETAINING WALLS LOCATED WITHIN RESIDENTIAL LOTSARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION.9. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE APPROPRIATEUTILITY SERVICE PROVIDER PRIOR TO ANY INTERRUPTION OF AN EXISTING UTILITY.PARKING REQUIREMENT FOR THE GROVE AT CHESTNUT PARKRESIDENTIAL SPACES PROVIDED:2 SPACES/UNIT X 90 UNITS = 180 SPACES2 GARAGE SPACES/UNIT X 90 UNITS = 180 SPACESON-STREET PARKING PROVIDED - 3 SPACES (1 ACCESSIBLE SPACE)TOTAL PARKING PROVIDED = 363 SPACES V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-SITE OVERALL.dwg, OVERALL SITE PLAN, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
OVERALL SITE PLAN
C2.0RHJDJHSHEETC2.2SCALE: 1" = 300'KEY MAPSHEETC2.1R1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NORTH ORIENTED TONC GRID (NAD 83/2011)CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)GROVE GATE LANE
(PROP. 50' PUBLIC R/W) BMPWET PONDCOS NO. 8±0.03 ACCOS NO. 6±0.01 ACCOS NO. 5±0.02 ACCOS NO. 2±0.03 ACCOS NO. 4±0.09 AC COS NO. 1±0.34 AC COS NO. 9±0.10 AC COS NO. 3±0.12 ACCOS NO. 10±0.05 ACBUILDING #1BUILDING #2BUILDING #3BUILDING #4BUILDING #5BUILDING #6BUILDING #7BUILDING #8BUILDING #9BUILDING #10BUILDING #11BUILDING #12BUILDING #13BUILDING #14BUILDING #15BUILDING #16BUILDING #17BUILDING #19BUILDING #18PROP. 20' SAN.SWR. ESMT.PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. COMMUNITYESMT.PROP. COMMUNITYESMT.PROP. COMMUNITYESMT.PROP. COMMUNITYESMT.PROP. 8' SIDEWALK& UTILITY ESMT.PROP. 8' SIDEWALK& UTILITY ESMT.PROP. 8' SIDEWALK& UTILITY ESMT.PROP. 8' SIDEWALK& UTILITY ESMT.PROP. TEMPORARYCONSTRUCTIONESMT.PROP. TEMPORARYCONSTRUCTIONESMT.COS NO. 7±0.07 ACDOG PARK(DESIGNED BY OTHERS)AMENITY AREA(DESIGNED BY OTHERS)PROP. TEMPORARYCONSTRUCTIONESMT.ENGINEERING FIRM:ESP ASSOCIATES, INC.ADDRESS:3475 LAKEMONT BLVD.FORT MILL, SC 29708PHONE:[phone]FAX:[phone]CONTACT:MATTHEW REIKING, PEEMAIL:[e-mail]:MATTAMY CAROLINA CORPORATIONADDRESS:2127 AYRSLEY TOWN BLVD. SUITE 202CHARLOTTE, NC 28273PHONE:[phone]CONTACT:BRIAN JOHNSONEMAIL:[e-mail] AGENCY:TOWN OF INDIAN TRAILADDRESS:PO BOX 2430INDIAN TRAIL, NC 28079PHONE:[phone]PROP. END OF STREETBARRICADEPROP. COMMUNITYESMT.04/01/202004/02/202004/17/202004/23/202004/24/2020
2,562 S.F.421,872 S.F.411,872 S.F.401,872 S.F.391,872 S.F.382,560 S.F.372,560 S.F.361,870 S.F.352,429 S.F.342,562 S.F.481,872 S.F.471,872 S.F.461,872 S.F.451,872 S.F.442,560 S.F.43L4L5C21,888 S.F.171,889 S.F.142,648 S.F.152,646 S.F.161,888 S.F.181,888 S.F.191,888 S.F.202,646 S.F.212,000 S.F.312,636 S.F.272,632 S.F.281,882 S.F.291,922 S.F.303,050 S.F.332,119 S.F.321,882 S.F.262,644 S.F.221,886 S.F.231,885 S.F.241,883 S.F.25BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 931.99'24.00'32.84'32.84'24.00'24.00'24.00'24.00'32.82'32.84'24.00'24.00'24.00'24.00'32.82'78.00'32.86'24.00'24.00'24.00'32.86'32.80'24.00'24.00'78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
78.00'
73.37'32.34'24.01'32.80'32.80'24.00'24.00'24.00'78.00'
78.00'
77.60'
77.60'22.00'30.82'30.84'22.00'22.00'30.86'30.80'22.00'22.00'22.00'22.00'30.86'85.80'
85.80'
85.81'
85.81'
85.82'
85.82'
85.83'
85.83'
85.84'
85.84'
85.86'
85.86'22.00'22.00'30.82'22.00'85.87'
85.87'
85.78'
85.78'30.87'22.00'22.00'22.00'22.00'30.82'30.84'22.00'22.00'22.00'22.00'29.99'98.95'99.69'
99.69'
93.29'
93.29'
88.82'
88.82'
86.18'
86.18'
85.32'
85.32'
85.41'
85.41'
85.50'
85.50'
85.57'
85.57'
85.63'
85.63'
85.70'
85.70'
85.76'
85.76'30.80'22.00'22.00'22.00'22.00'30.86'30.82'22.00'22.17'22.47'27.06'22.93'15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE
15' PSDE15' PSDE15' PSDE15' REAR YARDSETBACK10' X 70' SIGHTTRIANGLE (TYP.)15' MBS10' MBS15' MBS20' GARAGESB FROM SW20' GARAGESB FROM SW0+00
1+00
2+00
3+00
4+00
5+00
PC=

0
+
8
2
.
1
6
PT= 1+65.87
50'
R/W
28'
B/C
24'
E/P
15'20'10'17.66'17.66'17.66'17.66'15'10'35' X 35' SIGHTTRIANGLE (TYP.)10' MBS15'82°17.66'17.66'10' SIDE YARDSETBACK 10' SIDE YARDSETBACK
10' MBSSTREET CENTERLINE CURVE TABLECURVEC1C2C3C4LENGTH120.9183.715.1657.42RADIUS90.00250.00250.00250.00TANGENT71.5542.252.5828.84CHORD112.0283.325.1657.30BEARINGS83° 34' 59"EN67° 31' 26"EN58° 31' 24"EN51° 21' 05"EDELTA76° 58' 15"19° 11' 04"1° 11' 00"13° 09' 38"STREET CENTERLINE CURVE TABLECURVEC1C2C3C4LENGTH120.9183.715.1657.42RADIUS90.00250.00250.00250.00TANGENT71.5542.252.5828.84CHORD112.0283.325.1657.30BEARINGS83° 34' 59"EN67° 31' 26"EN58° 31' 24"EN51° 21' 05"EDELTA76° 58' 15"19° 11' 04"1° 11' 00"13° 09' 38"LEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SANITARY SEWER EASEMENTPROP. SIDEWALK & UTILITY EASEMENTPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. TEMPORARY CONSTRUCTION ESMT.PROP. SIDEWALK & UTILITY EASEMENTLEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SANITARY SEWER EASEMENTPROP. SIDEWALK & UTILITY EASEMENTPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. TEMPORARY CONSTRUCTION ESMT.PROP. SIDEWALK & UTILITY EASEMENTSTREET CENTERLINELINE TABLELINEL1L2L3L4L5L6L7LENGTH327.35290.04302.6782.16563.04259.5666.24BEARINGS45° 05' 52"EN57° 55' 54"ES32° 04' 06"EN77° 06' 58"EN57° 55' 54"EN59° 06' 54"EN44° 46' 16"ESTREET CENTERLINELINE TABLELINEL1L2L3L4L5L6L7LENGTH327.35290.04302.6782.16563.04259.5666.24BEARINGS45° 05' 52"EN57° 55' 54"ES32° 04' 06"EN77° 06' 58"EN57° 55' 54"EN59° 06' 54"EN44° 46' 16"ESITE NOTES1. PSDE = PRIVATE STORM DRAIN EASEMENT, SDE = PUBLIC STORM DRAIN EASEMENT.2. ALL RADII DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.3. SHADED CURB & GUTTER INDICATES LOCATION FOR SPILL CURB.4. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4" PER FOOT.5. MINIMUM SLOPE ON CURB AND GUTTER SHALL BE 0.50%, UNLESS SPILL CURB IS INDICATED.6. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES.7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.8. NO OBSTRUCTIONS, PLANTINGS, OR FENCING SHALL BE PERMITTED WITHIN SIGHTTRIANGLES, STORM DRAINAGE EASEMENTS (SDE) AND SANITARY SEWER EASEMENTS.9. ALL SITE CONCRETE (SIDEWALKS, CURB & GUTTER, ETC.) SHALL NOT BE LESS THAN 3600PSI STRENGTH AT 28 DAYS.10. LIGHTING PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.11. IRRIGATION PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.12. ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS.13. SITE TRIANGLES 35' X 35' SHALL BE PRESERVED FOR ALL INTERSECTIONS (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10' X 70' SHALL BE PROVIDED FOR ACCESS ONTOTHOROUGHFARE, COMMERCIAL, AND NCDOT STREETS (TYP.).SITE NOTES1. PSDE = PRIVATE STORM DRAIN EASEMENT, SDE = PUBLIC STORM DRAIN EASEMENT.2. ALL RADII DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.3. SHADED CURB & GUTTER INDICATES LOCATION FOR SPILL CURB.4. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4" PER FOOT.5. MINIMUM SLOPE ON CURB AND GUTTER SHALL BE 0.50%, UNLESS SPILL CURB IS INDICATED.6. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES.7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.8. NO OBSTRUCTIONS, PLANTINGS, OR FENCING SHALL BE PERMITTED WITHIN SIGHTTRIANGLES, STORM DRAINAGE EASEMENTS (SDE) AND SANITARY SEWER EASEMENTS.9. ALL SITE CONCRETE (SIDEWALKS, CURB & GUTTER, ETC.) SHALL NOT BE LESS THAN 3600PSI STRENGTH AT 28 DAYS.10. LIGHTING PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.11. IRRIGATION PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.12. ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS.13. SITE TRIANGLES 35' X 35' SHALL BE PRESERVED FOR ALL INTERSECTIONS (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10' X 70' SHALL BE PROVIDED FOR ACCESS ONTOTHOROUGHFARE, COMMERCIAL, AND NCDOT STREETS (TYP.). V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-SITE.dwg, SITE PLAN - SHEET 1 OF 2, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SITE PLAN - SHEET 1 OF 2
C2.1RHJRHJSCALE: 1" = 300'KEY MAPR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'NORTH ORIENTED TONC GRID (NAD 83/2011)MATCHLINE - SEE SHEET C2.2 - SITE PLAN - SHEET 2 OF 2 200' SIGHTDISTANCEPROP. 5' CONC.SIDEWALK (TYP.)PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)PROP. TRANS. FROM2'-0" VALLEY TO 2'-6"STD. CURB (TYP.)PROP. 2'-6" STD.CURB & GUTTER (TYP.)PROP. ADA.RAMP (TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.PROP. 5' CONC.SIDEWALK (TYP.)PROP. 4' CONC.SIDEWALK (TYP.)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. COMMUNITYESMT.R=30.5' B/C(TYP.)R=33' R/W(TYP.)R=14'R=26'PROP. 6' CONC.SIDEWALK (TYP.)PROP. SIDEWALKTRANS. (TYP.)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)SHEETC2.1SHEETC2.2 COS NO. 10±0.05 AC COS NO. 9±0.10 AC35' X 35' SIGHTTRIANGLE (TYP.)10' X 70' SIGHTTRIANGLE (TYP.)PROP. 6'CROSSWALK6'PROP. TIE TO EXISTING2'-6" CURB AND GUTTERPROP. TIE TO EXISTING2'-6" CURB AND GUTTERPROP. DOG PARK(TO BE DESIGNED BY OTHERS)PROP. STAIRS ANDCONNECTION TOSIDEWALKPROP. STAIRS ANDCONNECTION TOSIDEWALKPROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)R/W TO BE DEDICATEDTO NCDOTPROP. SPILLCURB & GUTTER04/01/202004/02/202004/17/202004/23/202004/24/2020
L1C1L2L3
L6L7C3C455522,560 S.F.492,562 S.F.481,872 S.F.471,890 S.F.131,889 S.F.142,648 S.F.152,496 S.F.511,872 S.F.502,386 S.F.581,803 S.F.571,816 S.F.562,504 S.F.552,529 S.F.541,863 S.F.532,802 S.F.521,851 S.F.642,505 S.F.661,842 S.F.652,574 S.F.611,859 S.F.632,558 S.F.622,534 S.F.591,892 S.F.603,199 S.F.702,008 S.F.691,853 S.F.682,490 S.F.672,604 S.F.862,744 S.F.762,006 S.F.731,862 S.F.832,614 S.F.902,562 S.F.711,944 S.F.892,005 S.F.721,932 S.F.882,746 S.F.751,920 S.F.872,006 S.F.742,586 S.F.852,008 S.F.791,874 S.F.842,007 S.F.772,449 S.F.812,008 S.F.781,850 S.F.822,679 S.F.802,471 S.F.11,826 S.F.21,838 S.F.31,850 S.F.42,613 S.F.52,632 S.F.61,884 S.F.71,885 S.F.81,887 S.F.91,889 S.F.102,650 S.F.112,648 S.F.12BUILDING 1BUILDING 2BUILDING 3BUILDING 10BUILDING 18BUILDING 17BUILDING 13BUILDING 14BUILDING 15BUILDING 16BUILDING 19BUILDING 11 BUILDING 1224.00'32.82'32.84'78.00'32.86'32.80'24.00'78.00'78.00'78.00'78.00'78.00'85.89'85.89'85.88'85.88'22.00'22.00'30.82'30.86'85.86'85.86'22.00'22.00'85.87'85.87'24.00'32.06'77.55'78.00'78.00'31.99'24.00'78.68'35.82'24.01'32.83'32.84'24.01'24.01'32.00'74.17'32.03'24.00'24.00'32.80'32.86'24.00'35.77'77.90'77.90'77.37'77.37'76.65'76.65'75.93'75.93'75.40'75.40'74.88'74.88'76.06'
76.06'32.84'24.00'24.00'24.00'32.84'32.84'24.00'31.99'78.18'32.19'24.00'32.83'32.83'24.00'24.00'24.00'32.83'76.56'
76.56'
76.93'
76.93'
77.29'
77.29'
77.66'
77.66'
78.16'
78.16'
78.66'
78.66'
79.02'
79.02'
75.79'
75.79'
79.50'
79.50'
88.93'
88.93'
114.29'41.33'25.98'24.39'32.83'32.84'24.00'24.00'32.01'32.03'24.00'24.00'24.00'32.80'32.86'24.00'24.00'24.00'33.84'83.69'
83.67'
83.67'
83.65'
83.65'
83.64'
83.64'
83.63'
83.63'
83.61'
83.61'
83.59'
83.59'
83.58'
83.58'
83.56'
83.56'
83.50'
83.50'
73.61'32.01'24.00'24.00'24.00'32.82'32.84'24.00'24.00'24.00'31.99'76.52'
76.82'
76.82'
77.33'
77.33'
77.84'
77.84'
78.35'
78.35'
79.04'
79.04'
79.74'
79.74'
80.25'
80.25'
80.76'
80.76'
81.27'
81.27'
81.95'32.05'24.00'24.00'24.00'32.79'32.88'24.00'24.00'24.00'31.96'82.03'82.75'
82.75'29.98'22.00'22.00'22.00'30.87'30.83'22.00'22.00'22.00'22.00'30.86'83.28'
83.28'
83.81'
83.81'
84.34'
84.34'
85.08'
85.08'
85.59'
85.59'
85.66'
85.66'
85.74'
85.74'
85.81'
85.81'
85.88'85.88'30.82'22.00'22.00'22.00'22.00'30.84'30.82'22.00'22.00'22.00'30.01'30.84'85.91'85.91'30.80'15' PSDE15' PSDE15' PSDE15' PSDE
15' PSDE
15' PSDE15' SDE15'
SDE
15' PSDE 15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' SDE15' PSDE10' MBS10' MBS10' MBS10' MBS15' REAR YARDSETBACK
15' REAR YARDSETBACK20' GARAGESB FROM SW
20' GARAGESB FROM SW20' GARAGESB FROM SW20' GARAGESB FROM SW10' MBS20' GARAGESB FROM SW10' SIDE YARD
SETBACK
10' SIDE YARDSETBACK10' SIDE YARDSETBACK10' SIDE YARD
SETBACK
35' X 35' SIGHTTRIANGLE (TYP.)35' X 35' SIGHTTRIANGLE (TYP.)35' X 35' SIGHTTRIANGLE (TYP.)35' X 35' SIGHTTRIANGLE (TYP.)7+38
0+001+002+003+004+
0
0
5+00
6+00
7+00
PC= 3+27.35PT= 4+48.25 3+030+001+002+003+0011+475+006+00
7+00
8+00
9+00
10+0011+00PC= 7+28.92
PC= 9+93.64
PT= 7+34.08
PT= 10+51.0650'R/W28'B/C24'E/P50'R/W50'
R/W
28'
B/C
24'
E/P
50'
R/W
28'
B/C
24'
E/P 36'B/C22'
(TYP.)41'B/C13'8'28'B/C24'E/P28'B/C24'E/P10'10'15'15'10'15'20'10'20'10'20'10'10'20'20'10'10'10'35' X 35' SIGHTTRIANGLE (TYP.)10' X 70' SIGHTTRIANGLE (TYP.)15'17.66'17.66'90°90°90°9
0
°
10' SIDE YARD
SETBACK10' MBSSTREET CENTERLINE CURVE TABLECURVEC1C2C3C4LENGTH120.9183.715.1657.42RADIUS90.00250.00250.00250.00TANGENT71.5542.252.5828.84CHORD112.0283.325.1657.30BEARINGS83° 34' 59"EN67° 31' 26"EN58° 31' 24"EN51° 21' 05"EDELTA76° 58' 15"19° 11' 04"1° 11' 00"13° 09' 38"STREET CENTERLINE CURVE TABLECURVEC1C2C3C4LENGTH120.9183.715.1657.42RADIUS90.00250.00250.00250.00TANGENT71.5542.252.5828.84CHORD112.0283.325.1657.30BEARINGS83° 34' 59"EN67° 31' 26"EN58° 31' 24"EN51° 21' 05"EDELTA76° 58' 15"19° 11' 04"1° 11' 00"13° 09' 38"LEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SANITARY SEWER EASEMENTPROP. SIDEWALK & UTILITY EASEMENTPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. TEMPORARY CONSTRUCTION ESMT.PROP. SIDEWALK & UTILITY EASEMENTLEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SANITARY SEWER EASEMENTPROP. SIDEWALK & UTILITY EASEMENTPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. TEMPORARY CONSTRUCTION ESMT.PROP. SIDEWALK & UTILITY EASEMENTSTREET CENTERLINELINE TABLELINEL1L2L3L4L5L6L7LENGTH327.35290.04302.6782.16563.04259.5666.24BEARINGS45° 05' 52"EN57° 55' 54"ES32° 04' 06"EN77° 06' 58"EN57° 55' 54"EN59° 06' 54"EN44° 46' 16"ESTREET CENTERLINELINE TABLELINEL1L2L3L4L5L6L7LENGTH327.35290.04302.6782.16563.04259.5666.24BEARINGS45° 05' 52"EN57° 55' 54"ES32° 04' 06"EN77° 06' 58"EN57° 55' 54"EN59° 06' 54"EN44° 46' 16"ESITE NOTES1. PSDE = PRIVATE STORM DRAIN EASEMENT, SDE = PUBLIC STORM DRAIN EASEMENT.2. ALL RADII DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.3. SHADED CURB & GUTTER INDICATES LOCATION FOR SPILL CURB.4. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4" PER FOOT.5. MINIMUM SLOPE ON CURB AND GUTTER SHALL BE 0.50%, UNLESS SPILL CURB IS INDICATED.6. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES.7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.8. NO OBSTRUCTIONS, PLANTINGS, OR FENCING SHALL BE PERMITTED WITHIN SIGHTTRIANGLES, STORM DRAINAGE EASEMENTS (SDE) AND SANITARY SEWER EASEMENTS.9. ALL SITE CONCRETE (SIDEWALKS, CURB & GUTTER, ETC.) SHALL NOT BE LESS THAN 3600PSI STRENGTH AT 28 DAYS.10. LIGHTING PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.11. IRRIGATION PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.12. ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS.13. SITE TRIANGLES 35' X 35' SHALL BE PRESERVED FOR ALL INTERSECTIONS (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10' X 70' SHALL BE PROVIDED FOR ACCESS ONTOTHOROUGHFARE, COMMERCIAL, AND NCDOT STREETS (TYP.).SITE NOTES1. PSDE = PRIVATE STORM DRAIN EASEMENT, SDE = PUBLIC STORM DRAIN EASEMENT.2. ALL RADII DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.3. SHADED CURB & GUTTER INDICATES LOCATION FOR SPILL CURB.4. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4" PER FOOT.5. MINIMUM SLOPE ON CURB AND GUTTER SHALL BE 0.50%, UNLESS SPILL CURB IS INDICATED.6. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES.7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.8. NO OBSTRUCTIONS, PLANTINGS, OR FENCING SHALL BE PERMITTED WITHIN SIGHTTRIANGLES, STORM DRAINAGE EASEMENTS (SDE) AND SANITARY SEWER EASEMENTS.9. ALL SITE CONCRETE (SIDEWALKS, CURB & GUTTER, ETC.) SHALL NOT BE LESS THAN 3600PSI STRENGTH AT 28 DAYS.10. LIGHTING PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.11. IRRIGATION PLAN, IF REQUIRED, TO BE DESIGNED BY OTHERS.12. ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS.13. SITE TRIANGLES 35' X 35' SHALL BE PRESERVED FOR ALL INTERSECTIONS (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10' X 70' SHALL BE PROVIDED FOR ACCESS ONTOTHOROUGHFARE, COMMERCIAL, AND NCDOT STREETS (TYP.). V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-SITE.dwg, SITE PLAN - SHEET 2 OF 2, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SITE PLAN - SHEET 2 OF 2
C2.2RHJRHJSCALE: 1" = 300'KEY MAPMATCHLINE - SEE SHEET C2.1 - SITE PLAN - SHEET 1 OF 217.66'17.66'17.66'17.66'17.66'17.66'17.66'BURR STREET(PROP. 50' PUBLIC R/W)GROVE GATE LANE(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)R=33' B/C(TYP.)R=33' B/C(TYP.)R=33' B/C(TYP.)R=20' R/W(TYP.)R=20' R/W(TYP.)R=20' R/W(TYP.)PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)PROP. 5' CONC.SIDEWALK (TYP.)PROP. COMMUNITYESMT.PROP. TEMPORARYCONSTRUCTIONEASEMENTPROP. TEMPORARYCONSTRUCTIONEASEMENT200' SIGHTDISTANCE200' SIGHTDISTANCE200' SIGHTDISTANCE200' SIGHTDISTANCE200' SIGHTDISTANCE200' SIGHTDISTANCE200' SIGHTDISTANCE200' SIGHTDISTANCER=33' R/W(TYP.)R=30.5' B/C(TYP.)PROP. 5' CONC.SIDEWALK (TYP.)PROP. ADARAMP (TYP.)PROP. ADARAMP (TYP.)PROP. ADARAMP (TYP.)PROP. ADARAMP (TYP.)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)PROP. 5' CONC.SIDEWALK (TYP.)PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. COMMUNITYESMT.PROP. MAILKIOSKPROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. 5' CONC.SIDEWALKPROP. 4' CONC.SIDEWALKPROP. COMMUNITYESMT.PROP. BMPACCESS ESMT.PROP. 20' SAN.SWR. ESMT.PROP. 2'-0" STD.CURB & GUTTERPROP. TRANS. FROM2'-0" VALLEY TO 2'-6"STD. CURB (TYP.)PROP. 2'-6" STD.CURB & GUTTER (TYP.)PROP. 6' CONC.SIDEWALK (TYP.)PROP. SIDEWALKTRAN. (TYP.)CHESTNUT PARKWAYR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'NORTH ORIENTED TONC GRID (NAD 83/2011)SHEETC2.1SHEETC2.2COS NO. 7±0.07 ACCOS NO. 6±0.01 ACCOS NO. 5±0.02 ACCOS NO. 8±0.03 ACCOS NO. 4±0.09 AC BMPWET POND COS NO. 1±0.34 AC COS NO. 3±0.12 ACCOS NO. 2±0.03 ACAMENITY AREA(DESIGNED BY OTHERS)10'SIDE YARD SETBACK
PROP. 6'CROSSWALK6'PROP. SPILLCURB & GUTTERPROP. SPILLCURB & GUTTERPROP. END OF STREET BARRICADEPROP. STAIRS ANDCONNECTION TOSIDEWALKPROP. STAIRS ANDCONNECTION TOSIDEWALKPROP. ADARAMP (TYP.)04/01/202004/02/202004/17/202004/23/202004/24/2020
GRADING NOTES1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BEOBTAINED FROM THE ADJACENT PROPERTY OWNER(S).2. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THEPLANS. ALL TIMBER, BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT DURINGTHE CLEARING OPERATIONS SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TODISPOSE OF PROPERLY, AND SHALL BE EITHER REMOVED FROM THE PROJECT SITE BY THECONTRACTOR, OR SATISFACTORILY DISPOSED OF ON-SITE WITH APPROVAL FROM THEOWNER.3. WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS(ROCK, PIPING, ETC.) ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORTTHE CONFLICT TO THE OWNER'S ENGINEER. ALL CHANGES MUST BE APPROVED IN WRITINGBY THE ENGINEER BEFORE CONSTRUCTION CAN PROCEED.4. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OFANY UTILITIES DAMAGED DURING CONSTRUCTION.5. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALLCONSTRUCTION WASTE AND DEBRIS. ALL WASTE AND DEBRIS SHALL BE LEGALLYDISPOSED AT AN OFFSITE LOCATION.6. ROAD SHOULDERS, SWALES, BACK-OF-CURBS, AND CUT/FILL BANKS SHALL BECOMPLETELY DRESSED BY THE CONTRACTOR AND SEEDED AS SOON AS POSSIBLE. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE AREAS UNTIL APERMANENT STAND OF GRASS IS ESTABLISHED.7. CUT AND FILL SLOPES OF ANY AREA SHALL NOT EXCEED THE RATIO OF 2:1, UNLESSNOTED OTHERWISE.8. STREETS SHALL BE GRADED IN ACCORDANCE WITH THE LINES AND GRADE SET BY THEENGINEER. BEFORE PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE,THE SUBGRADE SHALL BE COMPACTED TO 100% IN ACCORDANCE WITH AASHTO-T99 ANDNCDOT SPECIFICATIONS SECTIONS 500, AND THEN SHALL BE PROOF ROLLED IN THEPRESENCE OF THE ENGINEER. PLACES THAT ARE FOUND TO BE LOOSE, SOFT, ORCOMPOSED OF UNSUITABLE MATERIALS, WHETHER IN THE SUBGRADE OR BELOW IT, MUSTBE DUG OUT AND REFILLED WITH SUITABLE MATERIAL. ALL EMBANKMENTS OR FILLS SHALLBE MADE IN SIX-INCH VERTICAL LIFTS OF SUITABLE MATERIAL. THE FILL SHALL BE ROLLEDWITH A SHEEPS-FOOT ROLLER AFTER EACH LIFT, FOLLOWED BY A WHEEL ROLLER, EACHWEIGHING NOT LESS THAN TEN (10) TONS.9. THE STONE BASE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITYOBTAINABLE WITH THE MODIFIED PROCTOR TEST (AASHTO-T180) BY ROLLING WITH RING ORTAMPING ROLLER OR WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF TENTONS. WHEN COMPLETED, THE BASE COURSE SHALL BE SMOOTH, HARD, DENSE,UNYIELDING AND WELL BONDED.10. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE ANDSHALL BE 4-INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE. SUBGRADESHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THESTANDARD PROCTOR TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWELAND LIGHT BROOM FINISHED AND CURED WITH ACCEPTABLE CONCRETE CURINGCOMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN FIVE(5) FEET AND EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN FORTY-FIVE (45) FEET.THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE-QUARTER (1/4) INCH PER FOOT.GRADE SHALL BE INSPECTED BY TOWN REPRESENTATIVE PRIOR TO INSTALLATION.11. FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVELAYERS NOT TO EXCEED MORE THAN SIX (6) INCHES IN DEPTH FOR THE FULL WIDTH OF THECROSS-SECTION, INCLUDING THE WIDTH OF THE SLOPE AREA. NO STUMPS, TREES, BRUSH,RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES SHALL BE PLACED IN THEEMBANKMENT. EACH SUCCESSIVE SIX (6) INCH LAYER SHALL BE THOROUGHLY COMPACTEDBY THE SHEEPS-FOOT TAMPING ROLLER, 10-TON POWER ROLLER, PNEUMATIC-TIREDROLLER, OR OTHER METHODS APPROVED BY THE ENGINEER. EMBANKMENTS OVER ANDAROUND ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL, PLACED AND THOROUGHLYTAMPED AND COMPACTED AS DIRECTED BY THE ENGINEER.12. ALL BACKFILL SHALL BE OF LOW PLASTICITY, FREE FROM ROOTS, VEGETATIVE MATTER,WASTE, CONSTRUCTION MATERIAL, AND OTHER OBJECTIONABLE MATERIAL. SAIDMATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THEMATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDERTHE TAMPING BLOWS OR PROOF ROLLING.13. THE CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINESAND GRADES ESTABLISHED BY THE ENGINEER.14. IN ORDER TO ENSURE PROPER DRAINAGE, CURB SHALL HAVE A MINIMUM OF 0.50%SLOPE, UNLESS SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING POSITIVE DRAINAGE AT ALL INTERSECTIONS. SPECIAL CAREMUST BE TAKEN AT LOCATIONS WHERE SPILL CURB IS INDICATED.15. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. CONTRACTORSHALL BE RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS.GRADING NOTES1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BEOBTAINED FROM THE ADJACENT PROPERTY OWNER(S).2. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THEPLANS. ALL TIMBER, BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT DURINGTHE CLEARING OPERATIONS SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TODISPOSE OF PROPERLY, AND SHALL BE EITHER REMOVED FROM THE PROJECT SITE BY THECONTRACTOR, OR SATISFACTORILY DISPOSED OF ON-SITE WITH APPROVAL FROM THEOWNER.3. WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS(ROCK, PIPING, ETC.) ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORTTHE CONFLICT TO THE OWNER'S ENGINEER. ALL CHANGES MUST BE APPROVED IN WRITINGBY THE ENGINEER BEFORE CONSTRUCTION CAN PROCEED.4. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OFANY UTILITIES DAMAGED DURING CONSTRUCTION.5. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALLCONSTRUCTION WASTE AND DEBRIS. ALL WASTE AND DEBRIS SHALL BE LEGALLYDISPOSED AT AN OFFSITE LOCATION.6. ROAD SHOULDERS, SWALES, BACK-OF-CURBS, AND CUT/FILL BANKS SHALL BECOMPLETELY DRESSED BY THE CONTRACTOR AND SEEDED AS SOON AS POSSIBLE. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE AREAS UNTIL APERMANENT STAND OF GRASS IS ESTABLISHED.7. CUT AND FILL SLOPES OF ANY AREA SHALL NOT EXCEED THE RATIO OF 2:1, UNLESSNOTED OTHERWISE.8. STREETS SHALL BE GRADED IN ACCORDANCE WITH THE LINES AND GRADE SET BY THEENGINEER. BEFORE PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE,THE SUBGRADE SHALL BE COMPACTED TO 100% IN ACCORDANCE WITH AASHTO-T99 ANDNCDOT SPECIFICATIONS SECTIONS 500, AND THEN SHALL BE PROOF ROLLED IN THEPRESENCE OF THE ENGINEER. PLACES THAT ARE FOUND TO BE LOOSE, SOFT, ORCOMPOSED OF UNSUITABLE MATERIALS, WHETHER IN THE SUBGRADE OR BELOW IT, MUSTBE DUG OUT AND REFILLED WITH SUITABLE MATERIAL. ALL EMBANKMENTS OR FILLS SHALLBE MADE IN SIX-INCH VERTICAL LIFTS OF SUITABLE MATERIAL. THE FILL SHALL BE ROLLEDWITH A SHEEPS-FOOT ROLLER AFTER EACH LIFT, FOLLOWED BY A WHEEL ROLLER, EACHWEIGHING NOT LESS THAN TEN (10) TONS.9. THE STONE BASE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITYOBTAINABLE WITH THE MODIFIED PROCTOR TEST (AASHTO-T180) BY ROLLING WITH RING ORTAMPING ROLLER OR WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF TENTONS. WHEN COMPLETED, THE BASE COURSE SHALL BE SMOOTH, HARD, DENSE,UNYIELDING AND WELL BONDED.10. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE ANDSHALL BE 4-INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE. SUBGRADESHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THESTANDARD PROCTOR TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWELAND LIGHT BROOM FINISHED AND CURED WITH ACCEPTABLE CONCRETE CURINGCOMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN FIVE(5) FEET AND EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN FORTY-FIVE (45) FEET.THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE-QUARTER (1/4) INCH PER FOOT.GRADE SHALL BE INSPECTED BY TOWN REPRESENTATIVE PRIOR TO INSTALLATION.11. FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVELAYERS NOT TO EXCEED MORE THAN SIX (6) INCHES IN DEPTH FOR THE FULL WIDTH OF THECROSS-SECTION, INCLUDING THE WIDTH OF THE SLOPE AREA. NO STUMPS, TREES, BRUSH,RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES SHALL BE PLACED IN THEEMBANKMENT. EACH SUCCESSIVE SIX (6) INCH LAYER SHALL BE THOROUGHLY COMPACTEDBY THE SHEEPS-FOOT TAMPING ROLLER, 10-TON POWER ROLLER, PNEUMATIC-TIREDROLLER, OR OTHER METHODS APPROVED BY THE ENGINEER. EMBANKMENTS OVER ANDAROUND ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL, PLACED AND THOROUGHLYTAMPED AND COMPACTED AS DIRECTED BY THE ENGINEER.12. ALL BACKFILL SHALL BE OF LOW PLASTICITY, FREE FROM ROOTS, VEGETATIVE MATTER,WASTE, CONSTRUCTION MATERIAL, AND OTHER OBJECTIONABLE MATERIAL. SAIDMATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THEMATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDERTHE TAMPING BLOWS OR PROOF ROLLING.13. THE CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINESAND GRADES ESTABLISHED BY THE ENGINEER.14. IN ORDER TO ENSURE PROPER DRAINAGE, CURB SHALL HAVE A MINIMUM OF 0.50%SLOPE, UNLESS SPILL CURB IS INDICATED ON THE PLANS. CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING POSITIVE DRAINAGE AT ALL INTERSECTIONS. SPECIAL CAREMUST BE TAKEN AT LOCATIONS WHERE SPILL CURB IS INDICATED.15. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. CONTRACTORSHALL BE RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS.173452515049484746454443424140393837361234567891011121314151626181920213122232425272829303332356470696867666561636259608676738390718972887587748579847781788280585756555453705703701698
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695695698
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704702701695700700704
701704701699695698694
697698701 701696698702698LEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SIDEWALK & UTILITY EASEMENTPROP. BUFFERPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. DISTURBANCE LIMITSEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURLEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SIDEWALK & UTILITY EASEMENTPROP. BUFFERPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. DISTURBANCE LIMITSEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOUR NUMBERS 3710540900J AND 3710540800J, BOTH WITH AN EFFECTIVE DATE OF OCTOBER 16, 2008.9. PROJECT LOCATED IN YADKIN PEE-DEE RIVER BASIN.10. PROJECT BENCHMARKS:ONSITE BENCMARK #1:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH: 490,219.15EAST: 1,501,094.09ELEVATION: 703.17 (NAVD88)ONSITE BENCMARK #2:#5 REBAR/CAP NUMBERS 3710540900J AND 3710540800J, BOTH WITH AN EFFECTIVE DATE OF OCTOBER 16, 2008.9. PROJECT LOCATED IN YADKIN PEE-DEE RIVER BASIN.10. PROJECT BENCHMARKS:ONSITE BENCMARK #1:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH: 490,219.15EAST: 1,501,094.09ELEVATION: 703.17 (NAVD88)ONSITE BENCMARK #2:#5 REBAR/CAP V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-GRAD OVERALL.dwg, OVERALL GRADING PLAN, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
OVERALL GRADING PLAN
C3.0RHJRHJSCALE: 1" = 300'KEY MAPR1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40N
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)SHEETC3.1SHEETC3.2CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)GROVE GATE LANE
(PROP. 50' PUBLIC R/W) BMPWET PONDBUILDING #1BUILDING #2BUILDING #3BUILDING #4BUILDING #5BUILDING #6BUILDING #7BUILDING #8BUILDING #9BUILDING #10BUILDING #11BUILDING #12BUILDING #13BUILDING #14BUILDING #15BUILDING #16BUILDING #17BUILDING #19BUILDING #18PROP. RETAINING WALL(TO BE DESIGNED BY OTHERS)PROP. RETAINING WALL(TO BE DESIGNED BY OTHERS)PROP. RETAINING WALL(TO BE DESIGNED BY OTHERS)PROP. RETAINING WALL(TO BE DESIGNED BY OTHERS)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. TEMPORARYCONSTRUCTIONESMT.PROP. TEMPORARYCONSTRUCTIONESMT.PROP. TEMPORARYCONSTRUCTIONESMT.PROP. LIMITS OF DISTURBANCEPROP. LIMITS OF DISTURBANCEPROP. LIMITS OF DISTURBANCE04/01/202004/02/202004/17/202004/23/202004/24/2020
CB#A9CB#A30CB#A29CB#A8DI#A31CB#A1018" RCP18" RCP15" RCP1
5
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R
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P 15" RCPJB#B6JB#B5JB#B7CB#B9DI#B8CB#B10CB#B11DI#B12DI#B15DI#B1415" RCP15" RCP15" RCP18" HDPE18" HDPE18" HDPE8" HDPE15" HDPE15" HDPE699.38PAD699.38PAD701.38PAD701.45PAD703.45PAD703.45PAD703.45PAD705.45PAD705.45PAD705.47PAD705.47PAD703.97PAD703.97PAD703.97PAD702.97PAD698.61PAD698.61PAD698.61PAD698.61PAD700.61PAD700.61PAD701.30PAD702.82PAD702.80PAD702.80PAD704.80PAD704.80PAD705.11PAD705.11PAD705.11PAD705.11PAD705.11PAD705.11PAD703.19PAD1734484746454443424140393837361516261819202131222324252728293033323515"
RCP
7.71%
4.52%
9.04%
5.31%
10.55%
7.19%
3.83%
10.02%
7.76%
6.30%
6.63%
0.97%
3.28%
6.46%
5.18%
5.97%5.94%5.15%
3.71%
9.47%
7.48%
5.23%
8.69%
5.96%
3.30%
8.69%
6.39%
4.59%
3.98%
4.07%
4.85%
6.34%
8.29%
5.56%
8.22%
4.94%
2.32%
7.03%
3.07%
8.31%
4.95%
1.64%
8.42%
6.80%
6.30%
7.42%
2.40%
5.34%
8.70%
7.42%
6.04%5.43%
4.17%
2.27%
7.92%
5.55%
3.30%
6.76%
4.03%
1.37%
6.81%
4.92%
4.07%
3.98%
4.57%
5.86%
7.85%
10.19%
7.49%BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 9696.80LP699.20LP703.39LP701.78LP700.88HP704.95HP704.97HP704.30HP700.11HP704.61HP702.69HPTW=698.55TW=701.96TW=703.31TW=704.32TW=703.16TW=701.76BW=698.55BW=699.11BW=699.51BW=699.91BW=698.92BW=697.37BW=699.62BW=700.73BW=701.94BW=703.20BW=704.47BW=705.56TW=705.56TW=708.11TW=707.20TW=705.89TW=703.82TW=699.62695.75BC695.75BC694.55BC695.51BCTW=701.72BW=697.25702703
704
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9697 695698696694
700698701704704704 696699698699
701701703706703705702698695.16LP15' PSDE
15' PSDE15' PSDE15' PSDE15' PSDE698.21SWALE700.24SWALE704.31SWALE702.28SWALE702.85SWALE2:115' PSDE15' PSDELEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SIDEWALK & UTILITY EASEMENTPROP. BUFFERPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. DISTURBANCE LIMITSEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURLEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SIDEWALK & UTILITY EASEMENTPROP. BUFFERPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. DISTURBANCE LIMITSEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURSPOT ELEVATION LEGENDPROP. SPOT ELEVATIONPROP. HIGH POINT ELEVATIONPROP. LOW POINT ELEVATIONPROP. BACK OF CURB ELEVATIONPROP. SWALE ELEVATIONPROP. PAD ELEVATIONPROP. TURNDOWN ELEVATIONPROP. TOP OF WALL ELEVATIONPROP. BOTTOM OF WALL ELEVATION600.00PAD600.00TD600.00HP600.00LP600.00SWALE600.00BC600.00TW=600.00BW=600.00SPOT ELEVATION LEGENDPROP. SPOT ELEVATIONPROP. HIGH POINT ELEVATIONPROP. LOW POINT ELEVATIONPROP. BACK OF CURB ELEVATIONPROP. SWALE ELEVATIONPROP. PAD ELEVATIONPROP. TURNDOWN ELEVATIONPROP. TOP OF WALL ELEVATIONPROP. BOTTOM OF WALL ELEVATION600.00PAD600.00TD600.00HP600.00LP600.00SWALE600.00BC600.00TW=600.00BW=600.00 V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-GRAD.dwg, GRADING PLAN - SHEET 1 OF 2, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
GRADING PLAN - SHEET 1 OF 2
C3.1RHJRHJSCALE: 1" = 300'KEY MAPR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'N
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MATCH LINE - SEE SHEET C3.2MARION DRIVE(PROP. 50' PUBLIC R/W)PROP. 10' TEMPORARYCONSTRUCTION ESMT.PROP. 8" X 6" TEE (TYP.)(LOTS 28 - 33)SITE CONTRACTORSHALL STUB UP 6" HDPEFOR DOWNSPOUTCONNECTIONPROP. 6" HDPE DRAINFROM DOWNSPOUT(LOTS 1 - 33)APPROX. LOCATION OFWALL GEOGRID (1.2:1)PROP. 632 LF RETAININGWALL (TO BE DESIGNEDBY OTHERS)APPROX. LOCATION OFWALL GEOGRID (1:1)PROP. 240 LF RETAININGWALL (TO BE DESIGNEDBY OTHERS)SHEETC3.1SHEETC3.2* NOTE: ALL DRIVEWAY GRADES ARE MEASURED FROM THEFROM THE BACK OF SIDEWALK TO THE PAD ELEVATION.CHESTNUT PARKWAYPROP. 18" X 6" TEE (TYP.)(LOTS 12 - 27)PROP. STAIRS ANDCONNECTION TOSIDEWALKMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)04/01/202004/02/202004/17/202004/23/202004/24/2020
CB#A24CB#A23DI#A25CB#A22DI#A19DI#A42CB#A18CB#A17CB#A29CB#A16DI#A38CB#A8DI#A37CB#A36CB#A15DI#A41CB#A21CB#A28CB#A7CB#A20CB#A39DI#A40JB#A6DI#A35CB#A34CB#A14CB#A27CB#A5CB#A4DI#A26CB#A13CB#A33CB#A3CB#A2CB#A32CB#A11DI#A12HW#A118" RCP18" RCP24" RCP24" RCP24" RCP30"
RCP30" RCP15" RCP15"RCP15" RCP15" RCP15"RCP15" RCP 15"RCP15" RCP15"
RCP
15" RCP15" RCP15" RCP15" RCP18" RCP
24"
RCP24" RCP15" RCP15"
RCP
15" RCP15"RCP15"RCP15"
RCP 15" RCP15" RCP15" RCP15" RCP1
5
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C
P
15" RCP15" RCPJB#B5JB#B4JB#B3JB#B2HW#B1DI#B15DI#B16DI#B1718" HDPE24" HDPE24" HDPE15" HDPE15" HDPE15" HDPE24" RCPCB#C2CB#C1JB#C315"RCP24"
R
C
P 24" RCP702.97PAD702.00PAD700.50PAD700.50PAD703.19PAD703.19PAD701.19PAD701.19PAD700.10PAD700.10PAD698.60PAD698.60PAD698.60PAD698.60PAD697.07PAD697.07PAD695.57PAD695.57PAD695.57PAD697.77PAD697.77PAD696.27PAD696.27PAD696.27PAD695.08PAD695.08PAD695.08PAD695.08PAD695.08PAD701.15PAD703.15PAD703.15PAD703.15PAD703.15PAD705.00PAD705.00PAD705.00PAD705.00PAD705.00PAD702.39PAD702.39PAD704.39PAD704.90PAD706.90PAD706.93PAD708.90PAD705.34PAD703.84PAD703.84PAD704.13PAD704.13PAD702.63PAD702.63PAD702.63PAD702.91GRGE702.08GRGE702.08GRGE702.08GRGE702.08PAD702.91PAD702.91PAD702.91PAD525150494812345678910111213141564706968676665616362596086767383907189728875877485798477817882805857565554535.18%5.83%2.82%5.34%5.56%8.22%2.83%5.24%5.11%6.88%2.61%4.38%6.15%7.77%
5.13%
7.08%
2.67%
4.65%
6.52%
5.18%
7.73%
2.99%
5.03%
6.99%
4.78%
6.21%
7.04%
7.84%
8.62%10.35%4.51%10.73%4.98%9.12%4.32%9.50%9.62%
2.94%
4.37%
7.56%
9.00%
2.83%
4.00%
5.44%
10.54%
10.02%
10.68%
9.58%
5.63%
6.45%
7.38%
8.09%
9.09%
4.01%
4.84%
6.01%
7.77%
4.34%
8.70%7.42%7.96%4.98%6.63%7.49%10.15%4.76%7.10%6.40%8.17%3.90%5.67%7.44%
9.14%
6.56%
8.55%
4.10%
6.14%
7.90%
6.59%
9.06%
4.36%
6.34%
8.25%
5.69%
6.77%
7.58%
8.36%
9.11%7.16%1.31%7.53%1.78%5.92%1.13%6.29%10.14%
3.72%
5.15%
8.35%
9.78%
3.61%
4.87%
6.85%
12.75%
10.70%
10.07%
8.45%
8.18%
9.27%
7.12%
5.55%
4.56%
9.64%
8.64%
7.82%
7.10%
6.17%698.66BC698.17BC698.17BC698.61BC698.65BC699.21BC699.32BC700.15BC700.44BC701.33BC701.81BC702.18BC703.40BC703.40BC705.78BC696.86BC692.00BC691.10BC691.08BC692.06BC692.00BC692.88BC692.91BC692.11BC689.56BC689.79BC689.80BC689.58BCBUILDING 1BUILDING 2BUILDING 3BUILDING 10BUILDING 18BUILDING 17BUILDING 13BUILDING 14BUILDING 15BUILDING 16BUILDING 19BUILDING 11 BUILDING 12701.78LP699.60HP701.50HP703.89HP708.40HP704.86HP703.54HP701.87HP702.41HP694.64HP702.65HP694.58HP696.57HP702.69HP703.63HP698.90HP695.67LP698.69LP697.80LP703.35LP701.29LP702.97LP697.06LP691.74LP693.51LP701.74LP697.27HP15" RCPTW=701.72TW=700.34TW=698.76TW=697.71TW=696.70TW=695.64TW=695.61TW=694.34TW=693.11TW=691.48TW=691.88TW=692.00TW=693.31TW=692.67TW=692.00TW=686.00TW=692.00TW=692.00TW=692.00TW=691.26TW=691.00TW=691.00TW=691.00TW=691.00BW=697.25BW=695.90BW=694.70BW=693.67BW=692.81BW=691.22BW=691.21BW=690.88BW=690.38BW=691.47BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=686.00BW=692.00BW=703.08BW=698.10BW=696.43BW=697.11BW=698.40TW=703.08TW=703.62TW=702.00TW=700.38TW=698.40TW=711.98BW=703.66BW=703.32BW=702.08TW=707.54TW=704.97BW=702.35TW=704.76BW=???TW=709.18TW=711.42BW=710.70707705703701698
6
9
5
69
3
69
1
69
0 692694696698700703698700700702699
697698
696694685
682
679
676
685679676673685682679676676676
679
682
685
695 695697698 702704
703702695701695694696699700702 707705703 710708711708705705
703
702702701
699
703
697
695 701700 704701702704702
688.75BC702.79BC/HP699.56HP697.73LP691.66LP691.62LP696.36SWALE696.11SWALE694.67SWALE693.03SWALE699.32SWALE702.84SWALE707.15SWALE705.63SWALE701.16SWALE701.00SWALE700.72SWALE704.10SWALE692.75SWALE707.43SWALE2:12:12:168768969115'
SDE15' SDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE
15' PSDE15' PSDE
15' PSDE
15' PSDE679682685682LEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SIDEWALK & UTILITY EASEMENTPROP. BUFFERPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. DISTURBANCE LIMITSEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURLEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SIDEWALK & UTILITY EASEMENTPROP. BUFFERPROP. SIGHT TRIANGLEPROP. BMP EASEMENTPROP. DISTURBANCE LIMITSEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURSPOT ELEVATION LEGENDPROP. SPOT ELEVATIONPROP. HIGH POINT ELEVATIONPROP. LOW POINT ELEVATIONPROP. BACK OF CURB ELEVATIONPROP. SWALE ELEVATIONPROP. PAD ELEVATIONPROP. TURNDOWN ELEVATIONPROP. TOP OF WALL ELEVATIONPROP. BOTTOM OF WALL ELEVATION600.00PAD600.00TD600.00HP600.00LP600.00SWALE600.00BC600.00TW=600.00BW=600.00SPOT ELEVATION LEGENDPROP. SPOT ELEVATIONPROP. HIGH POINT ELEVATIONPROP. LOW POINT ELEVATIONPROP. BACK OF CURB ELEVATIONPROP. SWALE ELEVATIONPROP. PAD ELEVATIONPROP. TURNDOWN ELEVATIONPROP. TOP OF WALL ELEVATIONPROP. BOTTOM OF WALL ELEVATION600.00PAD600.00TD600.00HP600.00LP600.00SWALE600.00BC600.00TW=600.00BW=600.00 V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-GRAD.dwg, GRADING PLAN - SHEET 2 OF 2, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
GRADING PLAN - SHEET 2 OF 2
C3.2RHJRHJSCALE: 1" = 300'KEY MAPR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'N
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MATCH LINE - SEE SHEET C3.1 GROVE GATE LANE(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)PROP. 24" X 6" TEE (TYP.)(LOTS 1 - 11)SITE CONTRACTORSHALL STUB UP 6" HDPEFOR DOWNSPOUTCONNECTIONPROP. 6" HDPE DRAINFROM DOWNSPOUT(LOTS 1 - 33)PROP. 10' TEMPORARYCONSTRUCTION ESMT.APPROX. LOCATION OFWALL GEOGRID (1.2:1)PROP. 632 LF RETAININGWALL (TO BE DESIGNEDBY OTHERS)APPROX. LOCATION OFWALL GEOGRID (1:1)PROP. 541 LF RETAININGWALL (TO BE DESIGNEDBY OTHERS)APPROX. LOCATION OFWALL GEOGRID (1.2:1)PROP. 279 LF RETAININGWALL (TO BE DESIGNEDBY OTHERS)APPROX. LOCATION OFWALL GEOGRID (1:1)PROP. 354 LF RETAININGWALL (TO BE DESIGNEDBY OTHERS)BMPWET PONDSHEETC3.1SHEETC3.2* NOTE: ALL DRIVEWAY GRADES ARE MEASURED FROM THEFROM THE BACK OF SIDEWALK TO THE PAD ELEVATION.PROP. 10' TEMPORARYCONSTRUCTION ESMT.CHESTNUT PARKWAYPROP. STAIRS ANDCONNECTION TOSIDEWALKPROP. STAIRS ANDCONNECTION TOSIDEWALKPROP. 18" X 6" TEE (TYP.)(LOTS 12 - 27)PROP. 20' TEMPORARYCONSTRUCTION ESMT.04/01/202004/02/202004/17/202004/23/202004/24/2020
NORTH ORIENTED TONC GRID NAD 83NORTH ORIENTED TONC GRID NAD 83BMP NOTES:
EMBANKMENT FILL MATERIALS
1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, SC, SM, CL OR CH SOILS ACCORDING TO
THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS.
2. BORROW MATERIAL SHALL HAVE A LIQUID LIMIT (LL) BETWEEN 40 AND 60 AND A PLASTICITY
INDEX (PI) BETWEEN 15 AND 30 (ASTM D4318).
3. MATERIAL SHALL BE FREE OF TOPSOIL, ORGANIC OR FROZEN MATERIAL, ROOTS, STUMPS,
BRUSH, ROCKS LARGER THAN 3.0 INCHES, SUBSOIL, DEBRIS, VEGETATION AND OTHER FOREIGN
MATTER.
4. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER.
EMBANKMENT CONSTRUCTION
A. FOUNDATION PREPARATION
1. COMPACT FOUNDATION TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
2. CUT OUT SOFT AREAS OF FOUNDATION NOT CAPABLE OF COMPACTION IN PLACE.
3. SCARIFY FOUNDATION SURFACE TO A DEPTH OF 6.0 INCHES.
4. PROOF ROLL FOUNDATION TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY
EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL.
B. SEEPAGE KEY PLACEMENT
1. SEEPAGE KEY TRENCH SHALL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS.
2. SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4.0 FEET OR AS REQUIRED
THROUGH GEOTECHNICAL SEEPAGE ANALYSIS. A MINIMUM BOTTOM TRENCH WIDTH SHALL
BE 10.0 FEET AND THE TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE
STABILITY AND BONDING BETWEEN THE SIDEWALL SOILS AND SEEPAGE KEY FILL.
C. FILL PLACEMENT
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3:1 SLOPES OR AS SHOWN ON THE
CONSTRUCTION DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST
FAILURE THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER
THAN 3:1.
2. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS
AND BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY (STANDARD PROCTOR
ASTM D698) WITH A MOISTURE CONTENT WITHIN ±3% OF THE OPTIMUM, UNLESS OTHERWISE
SPECIFIED BY THE ENGINEER.
3. FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT
TO ABUTMENT. EXISTING SLOPES GREATER THAN 4:1 SHALL BE BENCHED TO PROMOTE
BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE PERFORMED
AT MAXIMUM OF 2.0’ VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4.0’
HORIZONTALLY OR AS SPECIFIED ON DRAWINGS.
4. WITHIN THE UPPER 12 INCHES OF EARTHEN EMBANKMENT, FILL SOILS SHOULD BE
4. WITHIN THE UPPER 12 INCHES OF EARTHEN EMBANKMENT, FILL SOILS SHOULD BE
COMPACTED TO 100% OF ITS STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY.
5. FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED
STRUCTURES.
6. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL
SUPPORTS ARE IN PLACE.
7. PLACE A MINIMUM OF 6 INCHES OF PLANTING MIX (REF. CITY OF CHARLOTTE LANDSCAPE
CONSTRUCTION STANDARDS) ACROSS THE DAM EMBANKMENT TO PROMOTE VEGETATIVE
GROWTH.
D. OUTFALL PIPE FILL PLACEMENT
1. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS
AROUND THE DROP INLETS AND UP TO 2.0 FEET ABOVE THE CULVERTS.
2. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED
COMPACTORS.
3. COMPACTION SHALL BE A MINIMUM OF 95% MAXIMUM DRY DENSITY (STANDARD PROCTOR
ASTM D698) WITH A MOISTURE CONTENT WITHIN ±3% OF THE OPTIMUM, UNLESS OTHERWISE
SPECIFIED BY THE ENGINEER.
4. ADDITIONAL COMPACTION OF LIFTS 2.0 FEET OR GREATER ABOVE CULVERTS SHALL
CONFORM TO THE FILL PLACEMENT SECTION OF THIS SPECIFICATION.
E. FIELD QUALITY CONTROL
1. LABORATORY TESTING
i. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM
D698, ASTM D2216 AND ASTM D4318.
ii. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL
PLACED, WHEN MATERIALS USED FOR EMBANKMENT FILL CHANGE, AND/OR AS
DIRECTED BY THE ENGINEER.
iii. SAMPLE SIZE SHALL BE 50 LB.
2. IN-PLACE COMPACTION AND NATURAL MOISTURE CONTENT TESTS.
i. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556, ASTM
D2922, OR ASTM D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH
ASTM D2216.
ii. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
EMBANKMENT FILL:
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ. FT.
PIPE INSTALLATION:
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE.
iii. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE
WORK, REPLACE, REWORK, RECOMPACT, AND RETEST.
12
MARION DRIVE
(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)CHES
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V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-BMP.dwg, BMP 1, rjohnsonR
6'1.0'BOTTOM OF POND EL.: 672.00
NWL
2
1 WATERTOP OF WALL / EMBANKMENTEDGE
SHALLOW WATER ZONE:
WATER DEPTH: 0.00' TO 1.00'
686.00
6
1
FOREBAY BERM SECTION
PERMANENT POOL 686.00
MAIN POOL
FOREBAY
2
11
2
RIP-RAP SHALL EXTEND
TO BOTTOM OF MAIN
POND BAY
572.00
675.00
CLASS 1 RIP RAP BERM
TOP OF BERM = 685.00
15" MIN
APPROVED STRUCTURAL FILL
1 INCH = FT.
( IN FEET )
GRAPHIC SCALE
020'10'20'40'80'
20
WET POND NO. 1
COMPACTED SOIL (CLAY) LINER SPECIFICATIONS
THE BMP POND SHALL INCLUDE A COMPACTED SOIL LINER. THE EARTHWORK CONTRACTOR SHALL
FURNISH ALL LABOR, MATERIAL, SUPERVISION, AND EQUIPMENT TO COMPLETE THE COMPACTED
SOIL LINER FOR THE POND, INCLUDING HAULING, SIEVING, RAKING, DISCING, COMPACTING,
DRYING, WETTING, REMOVAL OF RAINWATER AND REMOVAL OF ALL PREVIOUSLY PLACED
MATERIAL RENDERED UNSUITABLE DUE TO WEATHER CONDITIONS OR CONSTRUCTION
OPERATIONS, FINAL GRADING AND SEALING AND ALL NECESSARY AND INCIDENTAL ITEMS AS
DETAILED OR REQUIRED TO COMPLETE THE COMPACTED LINER.
SOIL LINER FILL MATERIALS ARE POTENTIALLY ON-SITE. ON-SITE SOILS THAT MEET THE
FOLLOWING REQUIREMENTS SHALL BE CLASSIFIED AS SOIL LINER FILL MATERIAL AND FOR USE IN
CONSTRUCTION OF THE COMPACTED SOIL LINER:
1.LIQUID LIMIT, PLASTICITY INDEX, AND PERCENT PASSING THE NO. 200 SIEVE WILL BE
CONSIDERED FOR PROPER CLASSIFICATION. THE SOIL LINER MATERIAL SHALL HAVE A
PLASTICITY INDEX GREATER THAN 20 OR AS SUBSEQUENTLY SPECIFIED BASED ON
LABORATORY TESTING, AND HAVE A SOIL PERMEABILITY OF 1E-5 CM/SEC OR SLOWER AS
DETERMINED BY SOIL PERMEABILITY (ASTM D5084).
2.SOIL LINER FILL MATERIALS SHALL BE REASONABLY FREE OF GYPSUM, FERROUS, AND/OR
CALCAREOUS CONCRETIONS AND NODULES OR OTHER DELETERIOUS SUBSTANCES. SOIL
LINER MATERIAL SHALL BE RAKED OR SIEVED BY THE EARTHWORK CONTRACTOR, IF
NECESSARY, TO REMOVE ALL AGGREGATE GREATER THAN 1 INCH IN DIAMETER. NO MORE
THAN 5 PERCENT OF THE SOIL LINER FILL MATERIAL SHOULD BE RETAINED IN THE NO. 4 SIEVE.
3.ALL CLAY CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A
HOMOGENEOUS CLAY SOIL (PRIOR TO COMPACTION) THAT IS FREE OF CLAY CLODS GREATER
THAN 2 INCHES IN DIAMETER.
CONSTRUCTION:
1.CONSTRUCTION METHODS, SAMPLING AND TESTING WILL BE RECOMMENDED BY THE
GEOTECHNICAL ENGINEER. TYPICAL TESTS TO BE INCLUDED WILL BE MOISTURE CONTENT,
IN-PLACE DENSITY, ATTERBERG LIMITS AND PERMEABILITY TESTING.
2.PRIOR TO SOIL LINER PLACEMENT, THE PREPARED SUBGRADE SHALL BE PROOFROLLED WITH
A LOADED DUMP TRUCK (MIN. 20 TONS) OR SIMILAR RUBBER TIRED PNEUMATIC VEHICLE, A
MINIMUM OF TWO PASSES IN EACH DIRECTION.
3.LOOSE SOIL LINER FILL LIFT THICKNESS, PRIOR TO COMPACTION, SHALL BE A MAXIMUM OF 6
INCHES. THINNER LIFTS ARE PERMISSIBLE TO ACHIEVE DESIGN GRADE AND/OR SOIL LINER
PROPERTY SPECIFICATIONS.
4.EQUIPMENT OR TRUCK TRAFFIC SHALL NOT BE PERMITTED DURING THE PERIOD BETWEEN
SCARIFYING AND COMPACTION OF A LIFT UNLESS APPROVED BY THE ENGINEER.
5.SOIL LINER FILL SHALL NOT BE PLACED OR COMPACTED DURING SUSTAINED PERIODS WITH
AIR TEMPERATURE BELOW 32 DEGREES F. IF THE SOIL LINER FILL FREEZES OR ICES THE FILL
SECTION SHALL BE RE-SCARIFIED AND RE-COMPACTED.
6.THE COMPACTED SOIL LINER SHALL BE CONSTRUCTED TO THE MINIMUM THICKNESS
SPECIFIED BY THE PROJECT PLANS.
7.AFTER COMPLETION OF A SEGMENT OF COMPACTED SOIL LINER, BUT BEFORE INSTALLATION
OF THE TOPSOIL PROTECTIVE LAYER, THE SURFACE OF THE SOIL LINER SHALL BE SURVEYED
BY THE CONTRACTOR TO ENSURE THE SPECIFIED THICKNESS OF COMPACTED SOIL LINER.
PRIMARY OUTLET CONTROL
STRUCTURE (RISER#1) -
SEE DETAIL (TYP.)
LITTORAL SHELF @ 6:1
(TYP.) - SEE DETAIL
EXCAVATE FOREBAY
1' BELOW DESIGN
CONTOURS FOR
SEDIMENT STORAGE
FOREBAY BERM -
SEE DETAIL (TYP.)
POND TO BE LINED
WITH 12" THICK (MIN.)
CLAY LINER TO PERM.
POOL ELEVATION. SEE
NOTES ON THIS SHEET
PROP. WET
POND NO. 1
PERMANENT
WATER ELEV.
@ 686.00' (TYP.)
RISER STRUCTURE #1 DETAIL
(WET POND NO. 1)
RISER STRUCTURE ELEVATION DETAIL
30" THICK, 8' x 8' ANTI-FLOATATION
BLOCK. BLOCK SHALL BE
SECURED TO BASE OF RISER WITH
#4 REBAR SPACED 18" ON CENTER
AROUND PERIMETER BASE OF
STRUCTURE.
RISER STRUCTURE SECTION DETAIL
CONC. EDGING
STEPS
30"X30" ACCESS DOOR
TOP VIEW OF
TRASH RACK
GRATE
BOTTOM OF POND
672.00
5'x5' SQUARE
INSIDE
6"x30" FRONT
RECTANGULAR
WEIR
18"18"
WATER QUALITY ORIFICE
2" (I.D.) DIP WITH 90-DEGREE
BEND- PAINT WITH SILVER
CORROSION RESISTANT
PAINT. PROVIDE SCREW ON
CAP WITH 2.0" DIA ORIFICE
INSIDE OF STRUCTURE
PRE-CAST CONCRETE
STRUCTURE WITH H-20 RATED
WALLS. CONCRETE SHALL BE
4,000 PSI AT 28 DAYS
MINIMUM.
GRATE SHALL BE
RECESSED INTO
PRECAST STRUCTURE
AND FLUSH WITH TOP
OF BOX
24" OUTLET PIPE
INV. OUT= 681.50
BEYOND (REAR WALL)
5'
EPOXY COATED STEPS
CAST INTO SIDE OF
STRUCTURE @ 14" O.C.
MAX
TOP OF WALL = 692.00
581.50
FRONT VIEWLEFT SIDE VIEW
OUTLET PIPE BEYOND
18"18"
5'
GALVINIZED SQ.
GRATE W/ HINGED
ACCESS DOOR
689.25
688.25
686.00
TOP OF
RISER
PERM.
POOL
WEIR
ELEVATION
12"(MIN.)TOP OF WALL / EMBANKMENT
691.00
1
2
INV.=686.00
19 LF OF 24" RCP W/
O-RING GASKETS @ 1.16%
WATER QUALITY ORIFICE-END
OF PIPE SHALL BE 12" BELOW
PERMANENT WATER ELEVATION
ELEV.= 685.00
CONCRETE ANTI-SEEP COLLAR
LOCATED BEYOND MIDDLE OF
TOP OF EMBANKMENT. COLLAR
SHALL EXTEND 1.5X THE PIPE
DIAMETER BEYOND THE
OUTSIDE WALL OF PIPE.
COVER OVER COLLAR SHALL
BE 2' MIN.
WIDTH = 2'
THICKNESS = 1'
6' LITTORAL
SHELF 6:1
6" x 30"
RECTANGULAR WEIR
INV.= 688.25
1
2
ELEV.=686.00
ELEV.=685.00
RETAINING WALL STRUCTURAL
ENGINEER SHALL COORDINATE
DESIGN W/ BMP OUTFALL
PERMANENT POOL
ELEV.=686.00
6.0' VEGETATIVE
SHELF (TYP.)
PROP. RIP RAP
APRON CLASS 2
La=16'; W1=7.5'
W2=18.5'; T=2.5'
EXCAVATE MAIN
POOL 1' BELOW
DESIGN CONTOURS
FOR SEDIMENT
STORAGE
SEE LITTORAL SHELF
PLANTING SCHEDULE
SEE LITTORAL SHELF
PLANTING SCHEDULE
PROP. CLEANOUT MARKER
2" PVC PIPE
678.50
PROP. CLEANOUT
ELEVATION
PROP. CLEANOUT
MARKER (SEE DETAIL)
PROP. 4' HIGH FENCE
(TYPE AND STYLE
PER DEVELOPER)
PROP. 12' WIDE
ACCESS GATE
FOREBAY ENTRANCE
SHALL BE DEEPER
THAN FOREBAY EXIT
PROP. RIP RAP
APRON CLASS 2
La=14'; W1=6'
W2=16'; T=2.0'
PROP. RETAINING WALL
(TO BE DESIGNED BY OTHERS)24" RCP15" RCP
24"
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15" RCP684
682
680
678
676
674
673
HW#A1
6876896912:1
2:12:1680
67530" RCPEXIST. LIGHT POLE TO BE REMOVED
AND RESET. CONTRACTOR SHALL
COORDINATE WITH UTILITY OWNER
7.5' DRAINAGE
EASEMENT (TYP.)
TOW=691.00
BOW=686.00
TOW=692.00
BOW=686.00
TOW=693.00
BOW=686.00
TOW=692.00
BOW=688.00
TOW=691.00
BOW=686.00
TOW=692.00
BOW=686.00
24" RCP
V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-BMP.dwg, BMP 1, rjohnsonSHEET:
PROJECT MANAGER:
PROJECT INFORMATION
DESIGNED BY:
DRAWN BY:
PROJECT NUMBER:
ORIGINAL DATE:BYREVISIONDATENO.THE GROVE AT CHESTNUT PARKESP Associates. Inc.P.O. Box 7030Charlotte, NC 282413475 Lakemont Blvd.Fort Mill, SC 29708704-583-4949 (NC)803-802-2440 (SC)www.espassociates.comMATTAMY CAROLINA CORPORATIONMRR
HT35.400
04/24/2020 INDIAN TRAIL, UNION COUNTY, NCPRELIMINARYNOT FORCONSTRUCTIONBMP PLAN - WET PONDC3.3
RCT
RCT
684
680680683677
TOW=691.00
BOW=686.00
TOW=692.00
BOW=686.00
04/01/202004/02/202004/17/202004/23/202004/24/2020
SSSS18" RCP18" RCP18" RCP18" RCP24" RCP24" RCP24" RCP30"
RCP30" RCP15"RCP15"RCP15" RCP15" RCP15"
RCP
15" RCP
15"RCP15" RCP15"
RCP
15" RCP15" RCP15" RCP15" RCP18" RCP
24"
RCP24" RCP15" RCP15"
RCP
15" RCP15"RCP15"RCP15"
RCP 15" RCP15" RCP15"RCP15"
RCP
15"
RCP
15"RCP 15" RCP
1
5
"
R
C
P
15" RCP
15" RCP15" RCP15"RCP15" RCP15" RCP18" HDPE18" HDPE18" HDPE18" HDPE24" HDPE24" HDPE8" HDPE15" HDPE15" HDPE15" HDPE24" RCP15" HDPEPROP CB#A24RIM=705.73INV. IN=699.23INV. OUT=699.03PROP CB#A23RIM=705.52INV. IN=698.49INV. OUT=698.29PROP CB#A9RIM=703.69INV. IN=695.22INV. IN=699.39INV. OUT=695.02PROP DI#A25RIM=703.35INV. OUT=699.72PROP CB#A30RIM=703.45INV. OUT=700.05PROP CB#A22RIM=703.15INV. IN=696.21INV. IN=696.21INV. OUT=696.01PROP DI#A19RIM=702.97INV. OUT=699.39PROP DI#A42RIM=702.84INV. OUT=699.35PROP CB#A18RIM=702.33INV. IN=698.62INV. OUT=698.42PROP CB#A17RIM=702.32INV. IN=698.16INV. OUT=697.96PROP CB#A29RIM=701.84INV. OUT=698.55PROP CB#A16RIM=701.72INV. IN=697.37INV. IN=697.37INV. OUT=697.17PROP DI#A38RIM=701.74INV. OUT=697.77PROP CB#A8RIM=701.63INV. IN=694.34INV. IN=698.01INV. OUT=694.14PROP DI#A37RIM=701.29INV. OUT=697.50PROP CB#A36RIM=700.66INV. IN=697.11INV. OUT=696.91PROP CB#A15RIM=700.62INV. IN=696.78INV. IN=696.78INV. OUT=696.58PROP DI#A41RIM=700.40INV. OUT=696.78PROP DI#A31RIM=700.24INV. OUT=696.66PROP CB#A10RIM=699.66INV. IN=696.25INV. OUT=696.00PROP CB#A21RIM=699.21INV. IN=693.22INV. IN=693.22INV. OUT=693.02PROP CB#A28RIM=698.75INV. OUT=694.20PROP CB#A7RIM=698.56INV. IN=693.60INV. IN=693.65INV. OUT=693.40PROP CB#A20RIM=698.44INV. IN=692.50INV. IN=692.50INV. OUT=692.30PROP CB#A39RIM=698.16INV. OUT=693.85PROP DI#A40RIM=697.80INV. IN=693.53INV. OUT=693.33PROP JB#A6RIM=697.77INV. IN=691.20INV. IN=691.45INV. OUT=690.70PROP DI#A35RIM=697.06INV. OUT=693.24PROP CB#A34RIM=695.75INV. IN=692.06INV. OUT=691.86PROP CB#A14RIM=695.75INV. IN=691.73INV. IN=691.73INV. OUT=691.53PROP CB#A27RIM=695.73INV. OUT=691.98PROP CB#A5RIM=695.33INV. IN=690.09INV. IN=690.64INV. OUT=689.89PROP CB#A4RIM=693.76INV. IN=689.11INV. IN=689.66INV. OUT=688.91PROP DI#A26RIM=693.51INV. OUT=690.07PROP CB#A13RIM=693.08INV. IN=689.52INV. IN=689.52INV. OUT=689.27PROP CB#A33RIM=693.08INV. OUT=689.65PROP CB#A3RIM=692.99INV. IN=687.21INV. IN=687.21INV. OUT=686.71PROP CB#A2RIM=692.99INV. IN=686.58INV. OUT=686.58PROP CB#A32RIM=692.08INV. OUT=688.55PROP CB#A11RIM=692.08INV. IN=687.87INV. IN=688.42INV. OUT=687.67PROP DI#A12RIM=691.75INV. IN=688.54INV. OUT=688.04PROP HW#A1RIM=690.29INV. IN=686.50PROP JB#B6RIM=703.53INV. IN=690.57INV. IN=698.25INV. OUT=690.37PROP JB#B5RIM=701.92INV. IN=689.62INV. IN=696.75INV. OUT=689.42PROP JB#B7RIM=699.34INV. IN=691.52INV. IN=693.23INV. OUT=691.32PROP CB#B9RIM=699.26INV. IN=692.39INV. OUT=692.19PROP DI#B8RIM=699.20INV. IN=691.81INV. OUT=691.56PROP JB#B4RIM=698.83INV. IN=688.89INV. IN=694.25INV. OUT=688.39PROP CB#B10RIM=697.11INV. IN=692.96INV. OUT=692.76PROP CB#B11RIM=697.11INV. IN=693.29INV. OUT=693.09PROP DI#B12RIM=696.80INV. OUT=693.42PROP JB#B3RIM=695.81INV. IN=687.64INV. IN=691.75INV. OUT=687.44PROP JB#B2RIM=691.81INV. IN=686.74INV. OUT=686.54PROP HW#B1RIM=689.75INV. IN=686.50PROP DI#B15RIM=701.78INV. OUT=696.93PROP DI#B16RIM=698.69INV. OUT=694.43PROP DI#B17RIM=695.67INV. OUT=691.93PROP DI#B14RIM=703.39INV. OUT=698.43PROP CB#C2RIM=689.68INV. OUT=686.35PROP CB#C1RIM=689.68INV. IN=685.82INV. IN=681.28INV. OUT=681.08PROP CB#CRIM=689.02INV. IN=680.42PROP JB#C3RIM=685.39INV. OUT=681.5015"RCP24"
R
C
P 24" RCP17585756555453345251504948474645444342414039383736123456789101112131415162618192021312223242527282930333235867673839071897288758774857984778178828064706968676665616362596015' PSDE15' PSDE15' PSDE15' PSDE15' PSDE15' PSDE
15' PSDE15' PSDE
15' PSDE 15' PSDE15' PSDE15' PSDE15' S
D
E 15'
SDE15' SDE15' PSDE
15' PSDE15' PSDE V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM SYS PLAN.dwg, STORM DRAINAGE SYSTEM PLAN, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE SYSTEM PLAN
C4.0DJBDJBR1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40N
O
R
T
H

O
R
I
E
N
T
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D

T
O
N
C

G
R
I
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(
N
A
D

8
3
/
2
0
1
1
)MARION DRIVE(PROP. 50' PUBLIC R/W)GROVE GATE LANE
(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)BMPWET PONDPROP. R/W(TYP.)PROP. R/W(TYP.)CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)BUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 9BUILDING 10BUILDING 18BUILDING 17BUILDING 13BUILDING 14BUILDING 15BUILDING 16BUILDING 19BUILDING 11 BUILDING 12NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. CATCH BASINS WITHIN VALLEY CURB TO BE ROLL TYPE GRATE PER DETAIL ONSHEET C8.0.04/01/202004/02/202004/17/202004/23/202004/24/2020
SSSS
123456789101112131415162618192021312223242527282930333217788280585756555453345251504948474645444342414039383736356470696867666561636259608676738390718972887587748579847781B120.10 ACC=0.65B110.12 ACC=0.85B100.11 ACC=0.85B 130.07 ACC=0.95B80.09 ACC=0.85A100.23 ACC=0.85B90.22 ACC=0.85A90.03 ACC=0.85A290.16 ACC=0.85B140.09 ACC=0.85A300.06 ACC=0.85A280.15 ACC=0.85A410.34 ACC=0.50A80.16 ACC=0.85A70.15 ACC=0.85A400.41 ACC=0.50A50.23 ACC=0.85A20.19 ACC=0.85B160.09 ACC=0.85A270.22 ACC=0.85B170.08 ACC=0.85A40.11 ACC=0.85A170.15 ACC=0.85A120.25 ACC=0.65A110.12 ACC=0.85A30.08 ACC=0.85A260.36 ACC=0.65A390.13 ACC=0.65A210.12 ACC=0.85A420.24 ACC=0.50A230.08 ACC=0.85A180.15 ACC=0.85A220.08 ACC=0.85A250.04 ACC=0.50A190.12 ACC=0.65A360.20 ACC=0.85A370.15 ACC=0.65A350.13 ACC=0.65A140.13 ACC=0.65A340.18 ACC=0.85A330.04 ACC=0.95A130.07 ACC=0.65C20.10 ACC=0.95C10.13 ACC=0.95A320.04 ACC=0.85A240.03 ACC=0.85A160.09 ACC=0.85A150.13 ACC=0.85A380.02 ACC=0.40B150.07 ACC=0.85A310.21 ACC=0.6518" RCP18" RCP18" RCP18" RCP24" RCP24" RCP24" RCP30" RCP30" RCP15"RCP15" RCP15" RCP15" RCP15"
RCP
15" RCP
15"RCP15" RCP
15"
RCP
15" RCP15" RCP15" RCP15" RCP18" RCP
24"
RCP24" RCP15" RCP15"
RCP
15" RCP15"RCP15" RCP15" RCP15" RCP15" RCP15"RCP15" RCP15" RCP15" RCP15" RCP
15" RCP15" RCP
15" RCP15" RCP15"RCP15" RCP15" RCP18" HDPE18" HDPE18" HDPE18" HDPE24" HDPE24" HDPE8" HDPE15" HDPE15" HDPE15" HDPE24" RCP15" HDPE15"RCP24"
R
C
P 24" RCPCB#A24CB#A23CB#A9DI#A25CB#A30CB#A22DI#A19DI#A42CB#A18CB#A17CB#A29CB#A16DI#A38CB#A8DI#A37CB#A36CB#A15DI#A41DI#A31CB#A10CB#A21CB#A28CB#A7CB#A20CB#A39DI#A40JB#A6DI#A35CB#A34CB#A14CB#A27CB#A5CB#A4DI#A26CB#A13CB#A33CB#A3CB#A2CB#A32CB#A11DI#A12HW#A1JB#B6JB#B5JB#B7CB#B9DI#B8JB#B4CB#B10CB#B11DI#B12JB#B3JB#B2HW#B1DI#B15DI#B16DI#B17DI#B14CB#C2CB#C1JB#C3699702
7037
0
0
6
9
7
6
9
4
692691687689704
704
704702698696694 696698
705
697 7047026946
9
4
697 699703696707705703700A200.01 ACC=0.95 V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM DA PLAN.dwg, STORM DRAINAGE AREA PLAN, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE AREA PLAN
C4.1DJBDJBR1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40N
O
R
T
H

O
R
I
E
N
T
E
D

T
O
N
C

G
R
I
D

(
N
A
D

8
3
/
2
0
1
1
)MARION DRIVE(PROP. 50' PUBLIC R/W)GROVE GATE LANE
(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)BMPWET PONDPROP. R/W(TYP.)PROP. R/W(TYP.)NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. CATCH BASINS WITHIN VALLEY CURB TO BE ROLL TYPE GRATE PER DETAIL ONSHEET C8.0.CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)04/01/202004/02/202004/17/202004/23/202004/24/2020
6706806907007107200+001+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
8+21
691.6686.00694.7693.86
696.7
695.79
697.5
697.78
698.0
700.32
702.0
703.21
704.5
703.56
703.6
700.90
701.1
700.66
700.4
700.24
PROP CB#A10
INV. OUT=696.00
INV. IN=696.25 (A31)
STA.:7+39.29
RIM=699.6618" RCP156.56 LF @ 0.50%PROP CB#A9
INV. OUT=695.02
INV. IN=695.22 (A10)
INV. IN=699.39 (A30)
STA.:5+82.73=0+00.00
RIM=703.6918" RCP136.58 LF @ 0.50%PROP CB#A8
INV. OUT=694.14
INV. IN=694.34 (A9)
INV. IN=698.01 (A29)
STA.:4+46.15=0+00.00
RIM=701.6318" RCP107.30 LF @ 0.50%PROP CB#A7
INV. OUT=693.40
INV. IN=693.60 (A8)
INV. IN=693.65 (A28)
STA.:3+38.85
RIM=698.56
18" RCP39.33 LF @ 5.59%PROP JB#A6
INV. OUT=690.70
INV. IN=691.20 (A7)
INV. IN=691.45 (A20)
STA.:2+99.52=0+00.00
RIM=697.7724" RCP122.63 LF @ 0.50%PROP CB#A5
INV. OUT=689.89
INV. IN=690.09 (A6)INV. IN=690.64 (A27)STA.:1+76.89=0+00.00RIM=695.3324" RCP78.29 LF @ 1.00%PROP CB#A4INV. OUT=688.91INV. IN=689.11 (A5)INV. IN=689.66 (A26)STA.:0+98.61=0+00.00RIM=693.7624" RCP59.28 LF @2.87%PROP CB#A3INV. OUT=686.71INV. IN=687.21 (A4)INV. IN=687.21 (A11)STA.:0+39.33=0+00.00RIM=692.9930" O-RING RCP26.33 LF @ 0.50%PROP CB#A2INV. OUT=686.58INV. IN=686.58 (A3)STA.:0+13RIM=692.9930" O-RING RCP13.00 LF @ 0.60%PROP HW#A1INV. OUT=686.50 (A2)STA.:0+00.00RIM=690.291.02'VERT.DIST.2.96'VERT.DIST.8" SAN. SWR.INV. ELEV = 684.65
8" SAN. SWR.
INV. ELEV = 686.73
15" RCP81.67 LF @ 0.50%PROP DI#A31
INV. OUT=696.66
STA.:8+20.96
RIM=700.241.00'VERT.DIST.PROP. 8" D.I.WATER LINEPROP. GRADE(TYP.) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM PROFILES.dwg, SHEET 1, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE PROFILES - SHEET 1 OF 6
C4.2DJBDJBR1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER4. ALL HDPE STORM SHALL BE HP STORM DUAL PP OR APPROVED EQUAL.04/01/202004/02/202004/17/202004/23/202004/24/2020
6706806907007107207300+001+002+003+00
4+00
5+00
6+00
6+06
693.3693.06691.5692.35694.0693.84698.7699.85
705.0
701.34
707.6
702.36
711.1
703.10
711.3
702.97
PROP DI#A19
INV. OUT=699.39
STA.:6+06.49
RIM=702.97
15" RCP77.25 LF @ 1.00%PROP CB#A18
INV. OUT=698.42
INV. IN=698.62 (A19)
STA.:5+29.24=0+00.00
RIM=702.3315" RCP26.38 LF @ 1.00%PROP CB#A17
INV. OUT=697.96
INV. IN=698.16 (A18)
STA.:5+02.85=0+00.00
RIM=702.3215" RCP59.38 LF @ 1.00%PROP CB#A16
INV. OUT=697.17
INV. IN=697.37 (A17)
INV. IN=697.37 (A38)
STA.:4+43.47=0+00.00
RIM=701.72
PROP CB#A3INV. OUT=686.71INV. IN=687.21 (A4)INV. IN=687.21 (A11)STA.:0+00.00=0+39.33RIM=692.99
15" RCP78.29 LF @ 0.50%PROP CB#A15
INV. OUT=696.58
INV. IN=696.78 (A16)
INV. IN=696.78 (A36)
STA.:3+65.19=0+00.00
RIM=700.6215" RCP107.77 LF @ 4.50%PROP CB#A14INV. OUT=691.53INV. IN=691.73 (A15)INV. IN=691.73 (A34)STA.:2+57.42=0+00.00RIM=695.7515" RCP82.38 LF @ 2.44%PROP CB#A13INV. OUT=689.27INV. IN=689.52 (A14)INV. IN=689.52 (A33)STA.:1+75.04=0+00.00RIM=693.0818" RCP49.54 LF @ 1.47%PROP DI#A12INV. OUT=688.04INV. IN=688.54 (A13)STA.:1+25.49RIM=691.7524" RCP34.35 LF @ 0.50%PROP CB#A11INV. OUT=687.67INV. IN=687.87 (A12)INV. IN=688.42 (A32)STA.:0+91.15=0+00.00RIM=692.0824" RCP91.15 LF @ 0.50%PROP. 8"PVC WATERLINE2.00'VERT.DIST.1.00'VERT.DIST.PROP. 8" D.I.WATER LINE4.02'VERT.DIST.1.49'VERT.DIST.8" SAN. SWR.
INV. ELEV = 693.40
PROP. PUBLIC R/WPROP. GRADE(TYP.)6706806907007107207300+00
1+00
2+00
2+93
697.5
697.77
703.8
699.92
708.6
703.92
710.0
703.35
PROP JB#A6
INV. OUT=690.70
INV. IN=691.20 (A7)
INV. IN=691.45 (A20)
STA.:0+00.00=2+99.52
RIM=697.77
PROP DI#A25
INV. OUT=699.72
STA.:2+93.06
RIM=703.35
15" RCP24.29 LF @ 2.00%PROP CB#A24
INV. OUT=699.03
INV. IN=699.23 (A25)
STA.:2+68.77
RIM=705.7315" RCP26.84 LF @ 2.00%PROP CB#A23
INV. OUT=698.29
INV. IN=698.49 (A24)
STA.:2+41.93
RIM=705.5215" RCP59.38 LF @ 3.50%PROP CB#A22
INV. OUT=696.01
INV. IN=696.21 (A23)
INV. IN=696.21 (A42)
STA.:1+82.55=0+00.00
RIM=703.1515" RCP100.80 LF @ 2.77%PROP CB#A21
INV. OUT=693.02
INV. IN=693.22 (A22)
INV. IN=693.22 (A40)
STA.:0+81.75=0+00.00
RIM=699.21
15" RCP26.23 LF @ 2.00%PROP CB#A20
INV. OUT=692.30
INV. IN=692.50 (A21)
INV. IN=692.50 (A39)
STA.:0+55.52=0+00.00
RIM=698.4415" RCP55.52 LF @ 1.52%PROP. 8" D.I.WATER LINE1.09'VERT.DIST.PROP. 8"PVC WATERLINE2.08'VERT.DIST.3.66'VERT.DIST.8" SAN. SWR.
INV. ELEV = 694.22 PROP. GRADE(TYP.) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM PROFILES.dwg, SHEET 2, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE PROFILES - SHEET 2 OF 6
C4.3DJBDJBR1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER4. ALL HDPE STORM SHALL BE HP STORM DUAL PP OR APPROVED EQUAL.04/01/202004/02/202004/17/202004/23/202004/24/2020
6706806907007100+000+83694.9693.83699.2693.51 PROP DI#A26INV. OUT=690.07STA.:0+82.75RIM=693.5115" RCP82.75 LF @ 0.50%PROP CB#A4INV. OUT=688.91INV. IN=689.11 (A5)INV. IN=689.66 (A26)STA.:0+00.00=0+98.61RIM=693.76PROP. 8" D.I.WATER LINE1.00'VERT.DIST.PROP. GRADE(TYP.)6706806907007100+000+330+00696.6695.400+33.27695.2695.80 PROP CB#A27INV. OUT=691.98STA.:0+33.27RIM=695.7315" RCP33.27 LF @ 4.02%PROP CB#A5INV. OUT=689.89INV. IN=690.09 (A6)INV. IN=690.64 (A27)STA.:0+00.00=1+76.89RIM=695.334.90'VERT.DIST.8" SAN. SWR.INV. ELEV = 685.53 PROP. GRADE(TYP.)6706806907007100+000+28697.4698.63696.5698.82 PROP CB#A28
INV. OUT=694.20
STA.:0+27.70
RIM=698.7515" RCP27.70 LF @ 2.00%PROP CB#A7INV. OUT=693.40INV. IN=693.60 (A8)INV. IN=693.65 (A28)STA.:0+00.00=3+38.85RIM=698.56
5.87'VERT.DIST.8" SAN. SWR.INV. ELEV = 687.18
PROP. GRADE(TYP.)6706806907007107200+00
0+27
699.3
701.70
698.9
701.91
PROP CB#A29
INV. OUT=698.55
STA.:0+27.23
RIM=701.84
15" RCP27.23 LF @ 2.00%PROP CB#A8
INV. OUT=694.14
INV. IN=694.34 (A9)
INV. IN=698.01 (A29)
STA.:0+00.00=4+46.15
RIM=701.63
8.62'VERT.DIST.8" SAN. SWR.
INV. ELEV = 688.78 PROP. GRADE(TYP.)6806907007107200+00
0+33
700.1
703.76
701.4
703.52
15" RCP33.09 LF @ 2.00%PROP CB#A30
INV. OUT=700.05
STA.:0+33.09
RIM=703.45
PROP CB#A9
INV. OUT=695.02
INV. IN=695.22 (A10)
INV. IN=699.39 (A30)
STA.:0+00.00=5+82.73
RIM=703.69PROP. GRADE(TYP.)6706806907007100+00
0+26
691.3
692.15
691.2
692.15
PROP CB#A32
INV. OUT=688.55
STA.:0+26.33
RIM=692.08
15" RCP26.33 LF @ 0.50%PROP CB#A11
INV. OUT=687.67
INV. IN=687.87 (A12)
INV. IN=688.42 (A32)
STA.:0+00.00=0+91.15
RIM=692.083.51'VERT.DIST.8" SAN. SWR.
INV. ELEV = 684.10 PROP. GRADE(TYP.)6706806907007100+00
0+26
692.7
693.15
693.0
693.15
PROP CB#A33
INV. OUT=689.65
STA.:0+26.33
RIM=693.0815" RCP26.33 LF @ 0.50%PROP CB#A13
INV. OUT=689.27
INV. IN=689.52 (A14)
INV. IN=689.52 (A33)
STA.:0+00.00=1+75.04
RIM=693.08
8" SAN. SWR.
INV. ELEV = 683.00
5.72'VERT.DIST.PROP. GRADE(TYP.)6706806907007100+00
0+86
696.2
695.82
699.4
697.06
PROP DI#A35
INV. OUT=693.24
STA.:0+85.52
RIM=697.06
15" RCP59.18 LF @ 2.00%PROP CB#A34
INV. OUT=691.86
INV. IN=692.06 (A35)
STA.:0+26.33
RIM=695.7515" RCP26.33 LF @ 0.50%PROP CB#A14
INV. OUT=691.53
INV. IN=691.73 (A15)
INV. IN=691.73 (A34)
STA.:0+00.00=2+57.42
RIM=695.75
1.00'VERT.DIST.PROP. 8" D.I.WATER LINE8" SAN. SWR.
INV. ELEV = 685.49
5.43'VERT.DIST.PROP. GRADE(TYP.) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM PROFILES.dwg, SHEET 3, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE PROFILES - SHEET 3 OF 6
C4.4DJBDJBR1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER4. ALL HDPE STORM SHALL BE HP STORM DUAL PP OR APPROVED EQUAL.04/01/202004/02/202004/17/202004/23/202004/24/2020
6806907007107200+001+001+04703.6700.69707.3701.37707.4701.29 PROP DI#A37INV. OUT=697.50STA.:1+03.64RIM=701.2915" RCP77.25 LF @ 0.50%PROP CB#A36INV. OUT=696.91INV. IN=697.11 (A37)STA.:0+26.39RIM=700.6615" RCP26.39 LF @ 0.50%PROP CB#A15INV. OUT=696.58INV. IN=696.78 (A16)INV. IN=696.78 (A36)STA.:0+00.00=3+65.19RIM=700.622.00'VERT.DIST.PROP. 8"PVC WATERLINE4.92'VERT.DIST.8" SAN. SWR.INV. ELEV = 691.06 PROP. GRADE(TYP.)6806907007107200+000+80
706.5701.79701.2
701.74
PROP CB#A16INV. OUT=697.17INV. IN=697.37 (A17)INV. IN=697.37 (A38)STA.:0+00.00=4+43.47RIM=701.72PROP DI#A38
INV. OUT=697.77
STA.:0+80.29
RIM=701.7415" RCP80.29 LF @ 0.50%PROP. GRADE(TYP.)6706806907007107200+00
0+34
700.4
698.51
700.3
698.23
PROP CB#A39
INV. OUT=693.85
STA.:0+33.83
RIM=698.16
15" RCP33.83 LF @ 4.00%PROP CB#A20
INV. OUT=692.30
INV. IN=692.50 (A21)
INV. IN=692.50 (A39)
STA.:0+00.00=0+55.52
RIM=698.44
3.72'VERT.DIST.8" SAN. SWR.
INV. ELEV = 688.43 PROP. GRADE(TYP.)6806907007107200+00
1+00
1+16
702.7
699.28
701.9
699.94
702.1
700.40
PROP DI#A41
INV. OUT=696.78
STA.:1+16.45
RIM=700.4015" RCP92.93 LF @ 3.50%PROP DI#A40
INV. OUT=693.33
INV. IN=693.53 (A41)
STA.:0+23.52
RIM=697.80
15" RCP23.52 LF @ 0.50%PROP CB#A21
INV. OUT=693.02
INV. IN=693.22 (A22)
INV. IN=693.22 (A40)
STA.:0+00.00=0+81.75
RIM=699.21PROP. 8" D.I.WATER LINE1.00'VERT.DIST.PROP. GRADE(TYP.)6806907007107200+00
0+78
707.9
703.22
707.6
702.84
PROP DI#A42
INV. OUT=699.35
STA.:0+77.83
RIM=702.8415" RCP77.83
LF

@
4
.03%
PROP CB#A22
INV. OUT=696.01
INV. IN=696.21 (A23)
INV. IN=696.21 (A42)
STA.:0+00.00=1+82.55
RIM=703.15
PROP. 8" D.I.WATER LINE1.91'VERT.DIST.PROP. GRADE(TYP.) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM PROFILES.dwg, SHEET 4, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE PROFILES - SHEET 4 OF 6
C4.5DJBDJBR1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER4. ALL HDPE STORM SHALL BE HP STORM DUAL PP OR APPROVED EQUAL.04/01/202004/02/202004/17/202004/23/202004/24/2020
6706806907007107200+001+002+00
3+00
4+00
5+00
6+00
7+00
8+00
9+009+03
PROP. 8" D.I.WATER LINE1.00'VERT.DIST.690.5686.00691.3694.93692.7697.11
694.7
699.28
697.1
702.17
700.3
704.34
698.9
701.93
698.6
699.22
700.6
698.52
700.1
696.92
700.1
696.80
PROP DI#B12
INV. OUT=693.42
STA.:9+02.68
RIM=696.8015" RCP27.13 LF @ 0.50%PROP CB#B11
INV. OUT=693.09
INV. IN=693.29 (B12)
STA.:8+75.54
RIM=697.1115" RCP26.33 LF @ 0.50%PROP CB#B10
INV. OUT=692.76
INV. IN=692.96 (B11)
STA.:8+49.21
RIM=697.1115" RCP73.81 LF @ 0.50%PROP CB#B9
INV. OUT=692.19
INV. IN=692.39 (B10)
STA.:7+75.40
RIM=699.2615" RCP76.11 LF @ 0.50%PROP DI#B8
INV. OUT=691.56
INV. IN=691.81 (B9)
STA.:6+99.29
RIM=699.20
18" HDPE9.00 LF @ 0.50%PROP JB#B7
INV. OUT=691.32
INV. IN=691.52 (B8)
INV. IN=693.23 (B13)
STA.:6+90.29=0+00.00
RIM=699.3418" HDPE149.66 LF @ 0.50%18" HDPE149.66 LF @ 0.50%PROP JB#B5
INV. OUT=689.42
INV. IN=689.62 (B6)
INV. IN=696.75 (B15)
STA.:3+90.97
RIM=701.9218" HDPE105.66 LF @ 0.50%PROP JB#B4
INV. OUT=688.39
INV. IN=688.89 (B5)
INV. IN=694.25 (B16)
STA.:2+85.30
RIM=698.8324" HDPE149.66 LF @ 0.50%PROP JB#B3INV. OUT=687.44INV. IN=687.64 (B4)INV. IN=691.75 (B17)STA.:1+35.64RIM=695.8124" HDPE126.83 LF @ 0.55%PROP HW#B1INV. OUT=686.50 (B2)STA.:0+00RIM=689.7524" RCP8.81 LF @ 0.50%PROP JB#B2INV. OUT=686.54INV. IN=686.74 (B3)STA.:0+08.81RIM=691.81
PROP JB#B6
INV. OUT=690.37
INV. IN=690.57 (B7)
INV. IN=698.25 (B14)
STA.:5+40.63
RIM=703.53
8" SAN. SWR.
INV. ELEV = 687.88 4.30'VERT.DIST.PROP. GRADE(TYP.) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM PROFILES.dwg, SHEET 5, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE PROFILES - SHEET 5 OF 6
C4.6DJBDJBR1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER4. ALL HDPE STORM SHALL BE HP STORM DUAL PP OR APPROVED EQUAL.04/01/202004/02/202004/17/202004/23/202004/24/2020
6706806907007100+00
0+93
689.0
690.6
689.75
6706806907007100+00
0+19
PROP CB#C2
INV. OUT=686.35
STA.:0+92.74
RIM=689.68
15" RCP26.33 LF @ 2.00%PROP CB#C1
INV. OUT=681.08
INV. IN=685.82 (C2)
INV. IN=681.28 (C3)
STA.:0+66.40
RIM=689.6824" RCP66.40 LF @1.00%690.6
689.75
690.5
685.39
PROP CB#C1
INV. OUT=681.08
INV. IN=685.82 (C2)
INV. IN=681.28 (C3)
STA.:0+66.40
RIM=689.6824" RCP19.06 LF @ 1.15%PROP JB#C3
INV. OUT=681.50
STA.:0+19.06
RIM=685.39PROP. GRADE(TYP.)PROP. GRADE(TYP.)6806907007100+001+001+20698.4699.34696.3696.92695.5696.75 8" HDPE115.84 LF @ 0.50%PROP DI#B 13INV. OUT=693.83STA.:1+20.08RIM=696.75PROP JB#B7INV. OUT=691.32INV. IN=691.52 (B8)INV. IN=693.23 (B13)STA.:0+00.00=6+90.29RIM=699.34PROP. GRADE(TYP.) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-STRM PROFILES.dwg, SHEET 6, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
STORM DRAINAGE PROFILES - SHEET 6 OF 6
C4.7DJBDJBR1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NOTES:1. RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT.2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE3. RIM FOR JUNCTION BOXES (JB) = TOP CENTER OF MANHOLE COVER4. ALL HDPE STORM SHALL BE HP STORM DUAL PP OR APPROVED EQUAL.04/01/202004/02/202004/17/202004/23/202004/24/2020
S51891011121314151626181920213122232425272829303332351786839089888785848182345049484746454443424140393837361245671+002+000+0011+470+001+002+003+00
4+00
5+006+00
7+00
8+00
9+00
10+0011+00CB#A9CB#A30CB#A29CB#A8DI#A31CB#A10CB#A7CB#A39JB#A6CB#A27CB#A5CB#A4CB#A13CB#A33CB#A2CB#A3CB#A32CB#A11DI#A12HW#A118" RCP18" RCP18" RCP18" RCP24" RCP24" RCP24" RCP30" RCP30" RCP15"
RCP
15" RCP
15"RCP18" RCP24" RCP24" RCP15" RCP15"
RCP 15" RCP15" RCP15" RCP
15" RCP15" RCPCB#B9CB#B10CB#B11DI#B1215" RCP15"RCP15" RCP15" RCP 15' PSDE15' PSDE 15' PSDE15' PSDE
15'
SDE15' PSDECB#C1CB#C2JB#C324" RCPPC= 0+82.16PT= 1+65.87
PC= 7+28.92
PT= 7+34.08
PC= 9+93.64
PT= 10+51.063MARION DRIVESTA. 0+00.00 - STA. 11+47.30(PROP. 50' PUBLIC R/W)6706806907007107200+001+002+003+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
11+47
694.4694.39698.9696.63701.5699.63703.5702.63
703.3
704.01
699.0
701.95
696.9
699.03
696.4
697.00
695.4
695.00
692.9
693.33
691.3
692.33
691.0
691.89
692.36 1.00%2.08%-2.08%2.06%-1.00%-3.00%-2.00%2.00%3.00%PVI STA = 8+67.23PVI ELEV = 693.66K = 35.0035.00' VCBVCS: 8+49.73
BVCE: 694.01
EVCS: 8+84.73
EVCE: 693.49 PVI STA = 5+94.74PVI ELEV = 699.11K = 35.0035.00' VCBVCS: 5+77.24
BVCE: 699.64
EVCS: 6+12.24
EVCE: 698.76 PVI STA = 0+77.50PVI ELEV = 695.95K = 35.0035.00' VCBVCS: 0+60.00BVCE: 695.60EVCS: 0+95.00EVCE: 696.48
PVI STA = 3+88.79PVI ELEV = 705.29K = 28.00168.00' VCBVCS: 3+04.79BVCE: 702.77
EVCS: 4+72.79
EVCE: 702.77 HIGH POINT ELEV = 704.03HIGH POINT STA = 3+88.79PVI STA = 0+00.00ELEV = 694.39
PVI STA = 11+47.30
ELEV = 692.36
PVI STA = 10+72.22
ELEV = 691.98
PVI STA = 10+84.22
ELEV = 691.73
PVI STA = 0+17.52 EXIST. E/PELEV = 694.75
PVI STA = 10+60.22
ELEV = 691.73
CB#B11RCPINV. ELEV = 693.02 CB#B1015" RCPCB#B9CB#A1018" RCPCB#A9
CB#A30RCP
INV. ELEV = 699.72
18" RCPCB#A8
RCP
INV. ELEV = 698.28 CB#A29
18" RCPCB#A7RCP
INV. ELEV = 693.93
CB#A28
18"RCPJB#A6
24" RCPCB#A5
RCP
INV. ELEV = 691.31
CB#A27
24" RCPCB#A4
24" RCPCB#A3RCP
INV. ELEV = 686.65
CB#A2
24" RCPCB#A11
RCP
INV. ELEV = 688.49
CB#A32
BURR STREET
GROVE GATE LANE
C.L. STA: 6+62.24
MATTHEWS-INDIAN TRAIL ROADEXIST. CLSTREET CENTERLINE CURVE TABLECURVEC1C2C3C4LENGTH120.9183.715.1657.42RADIUS90.00250.00250.00250.00TANGENT71.5542.252.5828.84CHORD112.0283.325.1657.30BEARINGS83° 34' 59"EN67° 31' 26"EN58° 31' 24"EN51° 21' 05"EDELTA76° 58' 15"19° 11' 04"1° 11' 00"13° 09' 38"STREET CENTERLINELINE TABLELINEL1L2L3L4L5L6L7LENGTH327.35290.04302.6782.16563.04259.5666.24BEARINGS45° 05' 52"EN57° 55' 54"ES32° 04' 06"EN77° 06' 58"EN57° 55' 54"EN59° 06' 54"EN44° 46' 16"E V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-RDPP.dwg, MARION DRIVE PLAN & PROFILE - STA. 0+00 TO 11+47, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40R1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'NORTH ORIENTED TONC GRID (NAD 83/2011)GROVE GATE LANE
(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)SEE SHEET C5.1SEE SHEET C5.1SEE SHEET C5.1PROP. RETAINING WALL(SEE GRADING PLAN FORMORE INFORMATION)PROP. 5' CONCRETESIDEWALK(TYP.)PROP. 5' CONCRETESIDEWALK(TYP.)35' X 35' SIGHTTRIANGLE (TYP.)35' X 35' SIGHTTRIANGLE (TYP.)R=31' B/C(TYP.)R=33' E/P(TYP.)R=20' R/W(TYP.)R=31' B/C(TYP.)R=33' E/P(TYP.)R=20' R/W(TYP.)90°90°PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)PROP. ADA RAMP(TYP.)PROP. ADA RAMP(TYP.)PROP. 2'-6"STANDARDCURB &GUTTER (TYP.)PROP. 10 LFCURBTRANSITION28'
B/C
24'
E/P
50'
R/W
MARION DRIVE PLAN & PROFILE
- STA. 0+00 TO 11+47
C5.0RHJRHJ BMPWET PONDMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)35' X 35' SIGHTTRIANGLE (TYP.)10' X 70' SIGHTTRIANGLE (TYP.)PROP. 2'-6" STANDARDCURB & GUTTER (TYP.)R=30.5' B/C(TYP.)PROP. ADA RAMP(TYP.)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)CB#A2815" RCPCB#A20PROP. GRADE(TYP.)PROP. 8" GRAVITYSANITARY SEWER (TYP.)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)PROP. SPILL CURB& GUTTER (TYP.)PROP. GEOGRID (SEEGRADING PLAN FORMORE INFO)PROP. SPILL CURB& GUTTER (TYP.)R=33' R/W(TYP.)04/01/202004/02/202004/17/202004/23/202004/24/2020
5857565554536468676665616362596076737172757479777880868390898887858481827+380+001+002+003+004+005+006+007+003+031+002+003+0011+478+009+0010+0011+00CB#A24CB#A23DI#A25CB#A22DI#A19DI#A42CB#A18CB#A17DI#A38CB#A16DI#A37CB#A36CB#A15CB#A21CB#A39DI#A35CB#A34CB#A14CB#A5CB#A4DI#A26CB#A13CB#A33CB#A2CB#A3CB#A32CB#A11DI#A12HW#A124" RCP24" RCP30" RCP30" RCP15"RCP15" RCP15" RCP15" RCP15"RCP15"
RCP15"
RCP15" RCP15" RCP18" RCP 24" RCP24" RCP15" RCP15"RCP15" RCP15"RCP 15" RCP15"RCP15"
RCP15" RCP15" RCP15" RCP15' PSDE15' SDE
15' PSDE15' PSDE15' PSDE15' PSDE15' PSDECB#C1CB#C2JB#C315"RCP 24" RCP24" RCPPC= 3+27.35PT= 4+48.25PC= 7+28.92PT= 7+34.08PC= 9+93.64PT= 10+51.06706915' SDE585756555453525159808910118177+387+003+030+00
1+00
2+00
3+00 6+007+00CB#A24CB#A23DI#A25CB#A22CB#A21CB#A7CB#A39DI#A40JB#A618" RCP
15"
RCP 15" RCP15" RCP15"RCP15" RCP15"
RCP
15" RCP
15" RCP
15" RCP15' PSDE
15' PSDEPC= 7+28.92PROP.GRADE(TYP.)BURR STREETSTA. 0+00.00 - STA. 7+38.30(PROP. 50' PUBLIC R/W)6706806907007107200+001+002+003+004+00
5+00
6+00
7+00
7+38
689.9689.93690.8690.19691.2692.19694.8694.56700.1
698.41
705.7
701.41
708.1
702.47
708.7
703.47
708.6
703.98 2.08%-3.50%2.00%1.00%2.00%4.00%PVI STA = 2+89.26PVI ELEV = 693.98K = 49.99100.00' VCBVCS: 2+39.26BVCE: 692.98EVCS: 3+39.26EVCE: 695.98
PVI STA = 4+68.57PVI ELEV = 701.15K = 33.33100.00' VCBVCS: 4+18.57
BVCE: 699.15
EVCS: 5+18.57
EVCE: 701.65
PVI STA = 0+00.00ELEV = 689.93
PVI STA = 7+38.30
ELEV = 703.98
EXIST. E/P PVI STA = 0+31.67ELEV = 688.83PVI STA = 1+89.26ELEV = 691.98
PVI STA = 7+26.30
ELEV = 703.73
CB#C2RCPINV. ELEV = 686.08 CB#C124" RCPCB#C
CB#A18RCP
INV. ELEV = 698.29
CB#A1715" RCPCB#A1615" RCPCB#A36
RCP
INV. ELEV = 696.85 CB#A15
RCPINV. ELEV = 691.80 15" RCPCB#A14CB#A3415" RCPRCPINV. ELEV = 689.59 CB#A33CB#A13CHESTNUT PARKWAY MARION DRIVE
GROVE GATE LANE
PROP.GRADE(TYP.)GROVE GATE LANESTA. 0+00.00 - STA. 3+02.67(PROP. 50' PUBLIC R/W)6706806907007107200+00
1+00
2+00
3+003+03
696.9
697.76
702.9
699.63
708.1
703.57
711.1
707.57
711.2
707.68 4.00%-2.08%2.00%PVI STA = 0+85.00PVI ELEV = 698.97K = 35.0070.00' VCBVCS: 0+50.00
BVCE: 698.27
EVCS: 1+20.00
EVCE: 700.37
PVI STA = 0+00.00
ELEV = 697.76
PVI STA = 0+12.00
ELEV = 697.51
CB#A24
RCP
INV. ELEV = 698.76 CB#A2315" RCPCB#A2215" RCPCB#A2115"RCPCB#A20
RCP
INV. ELEV = 693.03
CB#A3915" RCPJB#A6
RCP
INV. ELEV = 690.63 CB#A5
MARION DRIVE
BURR STREETSTREET CENTERLINE CURVE TABLECURVEC1C2C3C4LENGTH120.9183.715.1657.42RADIUS90.00250.00250.00250.00TANGENT71.5542.252.5828.84CHORD112.0283.325.1657.30BEARINGS83° 34' 59"EN67° 31' 26"EN58° 31' 24"EN51° 21' 05"EDELTA76° 58' 15"19° 11' 04"1° 11' 00"13° 09' 38"STREET CENTERLINELINE TABLELINEL1L2L3L4L5L6L7LENGTH327.35290.04302.6782.16563.04259.5666.24BEARINGS45° 05' 52"EN57° 55' 54"ES32° 04' 06"EN77° 06' 58"EN57° 55' 54"EN59° 06' 54"EN44° 46' 16"E V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-RDPP.dwg, BURR STREET AND GROVE GATE LANE PLAN & PROFILE, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40R1 INCH = FT.( IN FEET )VERTICAL GRAPHIC SCALE404'2'4'816'NORTH ORIENTED TONC GRID (NAD 83/2011)NORTH ORIENTED TONC GRID (NAD 83/2011)GROVE GATE LANE(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)BURR STREET
(PROP
.
50
'
PUBL
IC
R
/W
)
BURR STREET
(PROP. 50' PUBLIC R/W)
MARION DRIVE
(PROP. 50' PUBLIC R/W)GROVE GATE LANE(PROP. 50' PUBLIC R/W)SEE THIS SHEETSEE SHEET C5.0SEE SHEET C5.0SEE SHEET C5.0PROP. RETAINING WALL(SEE GRADING PLAN FORMORE INFORMATION)PROP. 5' CONCRETESIDEWALK(TYP.)PROP. RETAINING WALL(SEE GRADING PLAN FORMORE INFORMATION)PROP. 5' CONCRETESIDEWALK(TYP.)R=31' B/C(TYP.)R=33' E/P(TYP.)R=20' R/W(TYP.)35' X 35' SIGHTTRIANGLE (TYP.)35' X 35' SIGHTTRIANGLE (TYP.)35' X 35' SIGHTTRIANGLE (TYP.)R=31' B/C(TYP.)R=33' E/P(TYP.)R=20' R/W(TYP.)R=31' B/C(TYP.)R=33' E/P(TYP.)R=20' R/W(TYP.)90°PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)PROP. 2'-0" VALLEYCURB & GUTTER (TYP.)PROP. ADA RAMP(TYP.)PROP. 2'-6"STANDARDCURB &GUTTER (TYP.)PROP. 10 LFCURBTRANSITIONPROP. ADA RAMP(TYP.)PROP. ADA RAMP(TYP.)SEE TH
IS
SHEETCB#A2815" RCPCB#A20CHESTNUT PARKWAY
35' X 35' SIGHTTRIANGLE (TYP.)10' X 70' SIGHTTRIANGLE (TYP.)15' SDECOSCOSCOS BMPWET PONDBURR STREET AND GROVE GATE LANE
PLAN & PROFILE
C5.1RHJRHJR=31' B/C(TYP.)R=33' E/P(TYP.)15' PSDECOSCOSCOSCOSPROP. RETAINING WALL(SEE GRADING PLAN FORMORE INFORMATION)28'
B/C
24'
E/P
50'
R/W22'8'PROP. MAILKIOSKPROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)PROP. 8' SIDEWALK& UTILITY ESMT. (TYP.)PROP. 20' SAN.SWR. ESMT.COSPROP. 5' CONCRETESIDEWALK(TYP.)COSCOSCOSPROP. GRADE(TYP.)PROP. 8" GRAVITYSANITARY SEWER (TYP.)PROP. GRADE(TYP.)PROP. 8" GRAVITYSANITARY SEWER (TYP.)90°9
0
°PROP. 2'-0" STANDARDCURB & GUTTER (TYP.)9
0
°PROP. SPILL CURB& GUTTER (TYP.)PROP. SPILL CURB& GUTTER (TYP.)PROP. SPILL CURB& GUTTER (TYP.)50'R/W28'B/C24'E/PR=30.5' B/C(TYP.)04/01/202004/02/202004/17/202004/23/202004/24/2020
FOFOFOFOFO69569269269769369769269
2
6
9
7
6
9
1
6
9
3
6
9
5
698 702698700700701EROSION CONTROL SEQUENCE (PHASE 1)1. CONSTRUCTION CONTACT THE SEDIMENT AND EROSION CONTROL INSPECTOR TO SET UP APRELIMINARY MEETING 48 HOURS PRIOR TO STARTING WORK.2. CLEAR AND GRUB SITE NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. FORAREAS TO BE DISTURBED REFER TO TABLE BELOW.3. INSTALL SILT FENCE, SILT FENCE OUTLETS, CHECK DAMS, AND TEMPORARY CONSTRUCTIONENTRANCE AS SHOWN ON PLANS.4. CALL THE INSPECTOR FOR AN INSPECTION OF CONTROL MEASURES ONCE INSTALLED.5. CLEAR EXISTING VEGETATION AND DEMOLISH EXISTING STRUCTURES AS REQUIRED TOCONSTRUCT PROPOSED SEDIMENT BASINS AS SHOWN ON PLANS.6. CONSTRUCT TEMPORARY DIVERSION DITCHES/DIKES, AND TEMPORARY SLOPE DRAINS ASSHOWN ON PLANS.7. PERFORM GRADING OPERATIONS AS SHOWN ON PLANS.8. THE CONTRACTOR SHALL STABILIZE SKIMMER SEDIMENT BASINS AS SOON AS PRACTICAL, BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS OF COMPLETING BASIN CONSTRUCTION.9. CLEAR AND GRUB THE REMAINDER OF THE AREA(S) WITHIN THE PHASE FOR GRADINGOPERATIONS. REFER TO TABLE BELOW.CONSTRUCTION SEQUENCE - EROSION CONTROL PHASE 2:1. AS STORM DRAINAGE SYSTEM IS CONSTRUCTED, INLET PROTECTION SHALL BE INSTALLEDIMMEDIATELY AT EACH INLET. PROTECT EACH INLET OF STORM DRAINAGE SYSTEM UNTILAREAS CONTRIBUTING TO EACH INLET ARE PERMANENTLY STABILIZED.2. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROLDEVICES AND STRUCTURES.4.THE CONTRACTOR SHALL STABILIZE SEDIMENT BASINS AS SOON AS PRACTICAL, BUT IN ANYEVENT WITHIN 7 CALENDAR DAYS OF COMPLETING BASIN CONSTRUCTION.5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OFAGRICULTURE, TOWN OF INDIAN TRAIL POST-CONSTRUCTION STORMWATER ORDINANCE, ANDTHE TOWN OF INDIAN TRAIL LAND DEVELOPMENT STANDARDS MANUAL.EROSION CONTROL NOTES1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROLDEVICES AND STRUCTURES TO MINIMIZE EROSION.2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION AND ALL EASEMENTS MUSTBE CURRENT.3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE OF ALLDISTURBED AREAS. SILT FENCE SHOWN ON THIS PLAN IS THE MINIMUM THAT SHALL BEINSTALLED. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE WHEREVER FIELDCONDITIONS WILL RESULT IN SEDIMENTATION OF NON-DISTURBED AREAS.4. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE PER WEEK ANDAFTER EACH SIGNIFICANT (ON-HALF INCH OR GREATER) RAINFALL EVENT AND MAKE ANYNECESSARY REPAIRS IMMEDIATELY. CONTRACTOR SHALL KEEP RECORDS OF ALL INSPECTIONS.5. SOILS PRESENT ON-SITE ARE: CmB, BdB2, CmB6. TOTAL DENUDED AREA IS: 8.23 AC7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THETOWN/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY AREPRESENTATIVE OF THE TOWN/COUNTY/STATE ENGINEERING DEPARTMENT.9. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBEDPERIMETER AREAS WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETEDOR HAS TEMPORARILY CEASED.10. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS ANDGRADED SLOPES AND FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTERA PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY CEASED.11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE TOWN/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO AFINE.12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURESREQUIRED PER THE APPROVED EROSION CONTROL PLANS THROUGHOUT THE LIFE CYCLE OFTHE PROJECT. THIS MAY INCLUDE: CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSIONDITCHES, SEDIMENT BASINS AND TRAPS, SILT FENCE BAFFLES, AND TREE PROTECTION FENCE.13. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE TOWN OF INDIAN TRAIL AND NCDEQ. ADDITIONAL INSPECTIONS MAY BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDINGBUT NOT LIMITED TO: RANDOM INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OROTHER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREASIDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS ORPOLLUTANTS; INSPECTIONS OF BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITHHIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR POLLUTANTS OR WITH DISCHARGESOF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OFSTATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORMWATER PERMIT; ANDJOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVIRONMENTAL AND SAFETYLAWS. INSPECTIONS MAY INCLUDE BUT ARE NOT LIMITED TO: REVIEWING MAINTENANCE ANDREPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER, AND MATERIALOR WATER IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMWATER MANAGEMENTPRACTICES.14. THE PROPERTY OWNER SHALL GRANT TO TOWN OF INDIAN TRAIL, UNION COUNTY, NC DEQ,OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT REASONABLETIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION.15. ANY SKIMMER OTHER THAN A FAIRCLOTH BRAND OF SIZE/ORIFICE SPECIFIED IN THE PLANSMUST HAVE CALCULATIONS SUBMITTED AND APPROVED PRIOR TO INSTALLATION.16. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITEWITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITYREGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTEMANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.17. DIRECTLY PUMPING OUT A SEDIMENT BASIN IS CONSIDERED BYPASSING A STORMWATERCONTROL FACILITY IN VIOLATION OF SECTION IV (3) OF NPDES PERMIT NCG010000 STORMWATERDISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. IF ANY DRAINING OCCURS OF THESEDIMENT BASIN, SUCH AS FOR MAINTENANCE OF THE BASIN OR CONVERSION TO THEPOST-CONSTRUCTION STORMWATER MEASURE, THE DRAINAGE MUST OCCUR THROUGH A SILTBAG AND DISCHARGED IN A NON-EROSIVE MANNER.18. ADDITIONAL MEASURES MAY BE REQUIRED. THE DEVELOPER SHALL BE RESPONSIBLE FORTHE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATIONCONTROL MEASURES PROVE INSUFFICIENT, THE DEVELOPER MUST TAKE THOSE ADDITIONALSTEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.SPECIAL INSPECTIONS NOTEEFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIESMUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACHPHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN IS BEING FOLLOWED. A SAMPLE SELF-INSPECTION REPORT, AS WELL ASDETAILS OF THE SELF-INSPECTION PROGRAM CAN BE FOUND ONLINE AThttps://deq.nc.gov/about/divisions/energy-mineral-land-resources.AT A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWINGPHASES OF THE PLAN:1.INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.2.INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.3.CLEARING AND GRUBBING OF EXISTING GROUND COVER.4.COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OFSTABILIZATION.5.INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.6.COMPLETION OF CONSTRUCTION OR DEVELOPMENT.7.QUARTERLY INSPECTIONS UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVERIS FULLY ESTABLISHED.NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTIONREQUIREMENTS.TURBIDITY CURTAIN MAINTENANCE NOTES:1. THE DEVELOPER / OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THETURBIDITY CURTAIN FOR THE DURATION OF THE PROJECT IN ORDER TO ENSURE THECONTINUOUS FILTRATION OF SEDIMENT.2. SHOULD REPAIRS TO THE FABRIC BECOME NECESSARY, THERE ARE NORMALLY REPAIRKITS AVAILABLE FROM THE MANUFACTURERS; MANUFACTURER'S INSTRUCTIONS MUST BEFOLLOWED TO ENSURE THE ADEQUACY OF THE REPAIR.3. WHEN THE CURTAIN IS NO LONGER REQUIRED AS DETERMINED BY THE INSPECTOR, THECURTAIN AND RELATED COMPONENTS SHALL BE REMOVED IN SUCH A MANNER AS TOMINIMIZE TURBIDITY. REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFOREREMOVING THE CURTAIN. SEDIMENT MAY BE REMOVED AND THE ORIGINAL DEPTH RESTORED.ANY SOILS MUST BE TAKEN TO UPLAND AREA AND BE STABILIZED.TURBIDITY CURTAIN NOTES:1. TURBIDITY CURTAIN SHOULD NEVER BE ANCHORED FROM THE BOTTOM HEM.2. THE CURTAIN SHOULD NOT BE INSTALLED SO CLOSE TO CONSTRUCTION ACTIVITY AS TORISK DAMAGING THE CURTAIN OR OTHERWISE REDUCING ITS EFFICIENCY.3. A MINIMUM DISTANCE OF 12 INCHES MUST BE MAINTAINED BETWEEN THE BARRIER SKIRTHEM AND THE BOTTOM AT THE MEAN LOW WATER LEVEL.4. INSTALLATION SHOULD FOLLOW MANUFACTURER'S GUIDELINES.5. THE CURTAIN MUST FLOAT WITH AT LEAST 4-INCHES OF FREEBOARD.SILT FENCE MAINTENANCE NOTES:1. INSPECT SEDIMENT FENCES AT LEAST ONCE PER WEEK AND AFTER EACH RAINFALL. MAKEANY REQUIRED REPAIRS IMMEDIATELY.2. IF SILT FENCE FABRIC IS DAMAGED, REPLACE THE FABRIC IMMEDIATELY.3. REMOVE SEDIMENT DEPOSITS AS NECESSARY. DO NOT UNDERMINE THE FENCE DURINGCLEAN OUT.4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCINGMATERIALS AND UNSTABLE SEDIMENT DEPOSITS.LEGENDEXIST. TREE LINEEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURPROP. DISTURBANCE LIMITSPROP. DRAINAGE AREATEMP. SILT FENCETEMP. CONSTRUCTION ENTRANCETEMP. DIVERSION DITCHTEMP. ROCK CHECK DAMTEMP. FILTER SOCK SILT FENCE OUTLETTEMP. HARDWARE, FABRIC AND STONEINLET PROTECTIONTEMP. SILT SACK INLET PROTECTION10. PROJECT BENCHMARKS:ONSITE BENCMARK #1:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH: 490,219.15EAST: 1,501,094.09ELEVATION: 703.17 (NAVD88)ONSITE BENCMARK #2:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH:489,547.39EAST:1,500,337.19ELEVATION: 696.21 (NAVD88) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-ECP1 OVERALL.dwg, EROSION CONTROL PHASE 1 OVERALL, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EROSION CONTROL PHASE
1 OVERALL
C6.0RHJRHJCHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)TOTAL DISTURBEDAREA= 8.23 ACR1 inch = ft.( IN FEET )GRAPHIC SCALE060'30'60'120'240'60NORTH ORIENTED TONC GRID (NAD 83/2011)SHEETC6.1SCALE: 1" = 300'KEY MAPSHEETC6.2SB-A (ECP1)DA=6.01 ACTEMP.SB-ATEMP. CONSTRUCTION ENTRANCE(TIRE WASH MAY BE REQUIRED IFEXCESSIVE TRACK-OUT IS OBSERVED)TEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. CONSTRUCTION ENTRANCE(TIRE WASH MAY BE REQUIRED IFEXCESSIVE TRACK-OUT IS OBSERVED)PROP. DRAINAGEAREA (TYP.)PROP. DRAINAGEAREA (TYP.)TEMP. DIVERSIONDITCH 1A TO SB-A(MIN. 1% SLOPE)TEMP. DIVERSIONDITCH 2A TO SB-A(MIN. 1% SLOPE)PROP. TEMPORARYCONSTRUCTION ESMT.PROP. TEMPORARYCONSTRUCTION ESMT.PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)TEMP. CONCRETEWASHOUT(SEE DETAIL)PROP. TEMPORARYCONSTRUCTION ESMT.04/01/202004/02/202004/17/202004/23/202004/24/2020
FOFOFOFOFOFOFOFOFOFOFO698700700701702
7017006997016993:13
:
1
3:1695.00LPLEGENDEXIST. TREE LINEEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURPROP. DISTURBANCE LIMITSPROP. DRAINAGE AREATEMP. SILT FENCETEMP. CONSTRUCTION ENTRANCETEMP. DIVERSION DITCHTEMP. ROCK CHECK DAMTEMP. FILTER SOCK SILT FENCE OUTLETTEMP. HARDWARE, FABRIC AND STONEINLET PROTECTIONTEMP. SILT SACK INLET PROTECTION V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-ECP1.dwg, EROSION CONTROL PHASE 1 - SHEET 1 OF 2, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EROSION CONTROL PHASE 1 -
SHEET 1 OF 2
C6.1RHJRHJSCALE: 1" = 300'KEY MAPR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'NORTH ORIENTED TONC GRID (NAD 83/2011)MATCHLINE - SEE SHEET C6.2 - EROSION CONTROL PHASE 1 - SHEET 2 OF 2CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)SHEETC6.1SHEETC6.2PROP. DRAINAGEAREA (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.TEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. CONSTRUCTION ENTRANCE(TIRE WASH MAY BE REQUIRED IFEXCESSIVE TRACKOUT IS OBSERVED)TEMP. STONE RINGFILTER (TYP.)TEMP. ROCK CHECKDAM (TYP.)TEMP. DIVERSIONDITCH 1A TO SB-A(MIN. 1% SLOPE)TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)TEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)PROP. DRAINAGEAREA (TYP.)TOTAL DISTURBEDAREA= 8.23 ACSB-A (ECP1)DA=6.01 ACSEE SHEET C6.0 FOR CONSTRUCTION SEQUENCE & EROSION CONTROL NOTES04/01/202004/02/202004/17/202004/23/202004/24/2020
692692695697697693692 697
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9
5
69
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2:12:13:13:13:13:1692697697691692697696693.00LPLEGENDEXIST. TREE LINEEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURPROP. DISTURBANCE LIMITSPROP. DRAINAGE AREATEMP. SILT FENCETEMP. CONSTRUCTION ENTRANCETEMP. DIVERSION DITCHTEMP. ROCK CHECK DAMTEMP. FILTER SOCK SILT FENCE OUTLETTEMP. HARDWARE, FABRIC AND STONEINLET PROTECTIONTEMP. SILT SACK INLET PROTECTION V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-ECP1.dwg, EROSION CONTROL PHASE 1 - SHEET 2 OF 2, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EROSION CONTROL PHASE 1 -
SHEET 2 OF 2
C6.2RHJRHJSCALE: 1" = 300'KEY MAPMATCHLINE - SEE SHEET C6.1 - EROSION CONTROL PHASE 1 - SHEET 1 OF 2
CHESTNUT PARKWAYR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'NORTH ORIENTED TONC GRID (NAD 83/2011)SHEETC6.1SHEETC6.2TEMP. CONCRETEWASHOUTTEMP. CONSTRUCTION ENTRANCE(TIRE-WASH MAY BE REQUIRED IFEXCESSIVE TRACK-OUT IS OBSERVED)TEMP. DIVERSIONDITCH 2A TO SB-A(MIN. 1% SLOPE)TEMP. RIP-RAP APRONLa=10'; W1=3.75'W2=11.25'; T=1.25'TEMP. RIP-RAP APRONLa=10'; W1=3.75'W2=11.25'; T=1.25'TEMP. DEWATERINGFILTER BAG(SEE DETAIL)TEMP. SLOPE DRAIN 1A60 LF 15" HDPE @ 8.33%TEMP. SLOPE DRAIN 2A87 LF 15" HDPE @ 1.15%TEMP. SB-A OUTFALL96 LF 24" CMP @ 0.55%TEMP. COIR PORUS BAFFLES(SILT FENCE MAY NOT BEUSED AS A BAFFLE)(TYP.)TEMP. 3'X3'RIP-RAP PAD(MIN. 1' THICK)2.0" FAIRCLOTHSKIMMER W/2.0" ORIFICETEMP. 48" CMP RISERW/ TRASH RACKHEIGHT=4.0'TOP ELEV.=696.00'INV. ELEV.=692.00'EXCAVATE 1' BELOW DESIGNCONTOURS FOR SEDIMENTSTORAGETEMP. STONE RINGFILTER (TYP.)TEMP. ROCK CHECKDAM (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)PROP. DRAINAGEAREA (TYP.)TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)PROP. DRAINAGEAREA (TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.TOTAL DISTURBEDAREA= 8.23 ACSB-A (ECP1)DA=6.01 ACSB-ASEE SHEET C6.0 FOR CONSTRUCTION SEQUENCE & EROSION CONTROL NOTESTEMP. RIP-RAP PADUNDER DEWATERINGFILTER BAGTEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.04/01/202004/02/202004/17/202004/23/202004/24/2020
FOFOFOFOFO647069686766656163625960178676738390718972887587748579847781788280585756555453345251504948474645444342414039383736123456789101112131415162618192021312223242527282930333235SSSS697
6987007047057016986956956977027056997017036996987
0
3
70
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6986
9
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6694 LEGENDEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURPROP. DISTURBANCE LIMITSEXIST. DISTURBANCE LIMITSPROP. DRAINAGE AREATEMP. HIGH HAZARD SILT FENCETEMP. SILT FENCETEMP. CONSTRUCTION ENTRANCETEMP. ROCK CHECK DAMTEMP. FILTER SOCK SILT FENCE OUTLETTEMP. HARDWARE, FABRIC AND STONEINLET PROTECTIONTEMP. SILT SACK INLET PROTECTIONTEMP. WATER BARTEMP. FILTER SOCK WATTLEEROSION CONTROL NOTES1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, AND THE SCS.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROLDEVICES AND STRUCTURES TO MINIMIZE EROSION.2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION AND ALL EASEMENTS MUSTBE CURRENT.3. CONTRACTOR IS RESPONSIBLE FOR STOPPING SEDIMENTATION DOWNGRADE OF ALLDISTURBED AREAS. SILT FENCE SHOWN ON THIS PLAN IS THE MINIMUM THAT SHALL BEINSTALLED. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE WHEREVER FIELDCONDITIONS WILL RESULT IN SEDIMENTATION OF NON-DISTURBED AREAS.4. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE PER WEEK ANDAFTER EACH SIGNIFICANT (ON-HALF INCH OR GREATER) RAINFALL EVENT AND MAKE ANYNECESSARY REPAIRS IMMEDIATELY. CONTRACTOR SHALL KEEP RECORDS OF ALL INSPECTIONS.5. SOILS PRESENT ON-SITE ARE: CmB, BdB2, CmB6. TOTAL DENUDED AREA IS: 8.23 AC7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THETOWN/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY AREPRESENTATIVE OF THE TOWN/COUNTY/STATE ENGINEERING DEPARTMENT.9. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBEDPERIMETER AREAS WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETEDOR HAS TEMPORARILY CEASED.10. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS ANDGRADED SLOPES AND FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTERA PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY CEASED.11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE TOWN/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO AFINE.12. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURESREQUIRED PER THE APPROVED EROSION CONTROL PLANS THROUGHOUT THE LIFE CYCLE OFTHE PROJECT. THIS MAY INCLUDE: CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSIONDITCHES, SEDIMENT BASINS AND TRAPS, SILT FENCE BAFFLES, AND TREE PROTECTION FENCE.13. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE TOWN OF INDIAN TRAIL AND NCDEQ. ADDITIONAL INSPECTIONS MAY BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDINGBUT NOT LIMITED TO: RANDOM INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OROTHER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREASIDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS ORPOLLUTANTS; INSPECTIONS OF BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITHHIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR POLLUTANTS OR WITH DISCHARGESOF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OFSTATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORMWATER PERMIT; ANDJOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVIRONMENTAL AND SAFETYLAWS. INSPECTIONS MAY INCLUDE BUT ARE NOT LIMITED TO: REVIEWING MAINTENANCE ANDREPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER, AND MATERIALOR WATER IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMWATER MANAGEMENTPRACTICES.14. THE PROPERTY OWNER SHALL GRANT TO TOWN OF INDIAN TRAIL, UNION COUNTY, NC DEQ,OR ANY OTHER GOVERNING AGENCY, THE RIGHT TO ENTER THE PROPERTY AT REASONABLETIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION.15. ANY SKIMMER OTHER THAN A FAIRCLOTH BRAND OF SIZE/ORIFICE SPECIFIED IN THE PLANSMUST HAVE CALCULATIONS SUBMITTED AND APPROVED PRIOR TO INSTALLATION.16. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITEWITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITYREGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTEMANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.17. DIRECTLY PUMPING OUT A SEDIMENT BASIN IS CONSIDERED BYPASSING A STORMWATERCONTROL FACILITY IN VIOLATION OF SECTION IV (3) OF NPDES PERMIT NCG010000 STORMWATERDISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. IF ANY DRAINING OCCURS OF THESEDIMENT BASIN, SUCH AS FOR MAINTENANCE OF THE BASIN OR CONVERSION TO THEPOST-CONSTRUCTION STORMWATER MEASURE, THE DRAINAGE MUST OCCUR THROUGH A SILTBAG AND DISCHARGED IN A NON-EROSIVE MANNER.18. ADDITIONAL MEASURES MAY BE REQUIRED. THE DEVELOPER SHALL BE RESPONSIBLE FORTHE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATIONCONTROL MEASURES PROVE INSUFFICIENT, THE DEVELOPER MUST TAKE THOSE ADDITIONALSTEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.SPECIAL INSPECTIONS NOTEEFFECTIVE OCTOBER 1ST, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIESMUST INSPECT SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACHPHASE OF THE PROJECT TO ENSURE THAT THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN IS BEING FOLLOWED. A SAMPLE SELF-INSPECTION REPORT, AS WELL ASDETAILS OF THE SELF-INSPECTION PROGRAM CAN BE FOUND ONLINE AThttps://deq.nc.gov/about/divisions/energy-mineral-land-resources.AT A MINIMUM, THE INSPECTION SHALL BE PERFORMED AFTER EACH OF THE FOLLOWINGPHASES OF THE PLAN:1.INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.2.INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER BASINS.3.CLEARING AND GRUBBING OF EXISTING GROUND COVER.4.COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OFSTABILIZATION.5.INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.6.COMPLETION OF CONSTRUCTION OR DEVELOPMENT.7.QUARTERLY INSPECTIONS UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVERIS FULLY ESTABLISHED.NOTE THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTIONREQUIREMENTS.TURBIDITY CURTAIN MAINTENANCE NOTES:1. THE DEVELOPER / OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THETURBIDITY CURTAIN FOR THE DURATION OF THE PROJECT IN ORDER TO ENSURE THECONTINUOUS FILTRATION OF SEDIMENT.2. SHOULD REPAIRS TO THE FABRIC BECOME NECESSARY, THERE ARE NORMALLY REPAIRKITS AVAILABLE FROM THE MANUFACTURERS; MANUFACTURER'S INSTRUCTIONS MUST BEFOLLOWED TO ENSURE THE ADEQUACY OF THE REPAIR.3. WHEN THE CURTAIN IS NO LONGER REQUIRED AS DETERMINED BY THE INSPECTOR, THECURTAIN AND RELATED COMPONENTS SHALL BE REMOVED IN SUCH A MANNER AS TOMINIMIZE TURBIDITY. REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFOREREMOVING THE CURTAIN. SEDIMENT MAY BE REMOVED AND THE ORIGINAL DEPTH RESTORED.ANY SOILS MUST BE TAKEN TO UPLAND AREA AND BE STABILIZED.TURBIDITY CURTAIN NOTES:1. TURBIDITY CURTAIN SHOULD NEVER BE ANCHORED FROM THE BOTTOM HEM.2. THE CURTAIN SHOULD NOT BE INSTALLED SO CLOSE TO CONSTRUCTION ACTIVITY AS TORISK DAMAGING THE CURTAIN OR OTHERWISE REDUCING ITS EFFICIENCY.3. A MINIMUM DISTANCE OF 12 INCHES MUST BE MAINTAINED BETWEEN THE BARRIER SKIRTHEM AND THE BOTTOM AT THE MEAN LOW WATER LEVEL.4. INSTALLATION SHOULD FOLLOW MANUFACTURER'S GUIDELINES.5. THE CURTAIN MUST FLOAT WITH AT LEAST 4-INCHES OF FREEBOARD.EROSION CONTROL SEQUENCE (PHASE 1)1. CONSTRUCTION CONTACT THE SEDIMENT AND EROSION CONTROL INSPECTOR TO SET UP APRELIMINARY MEETING 48 HOURS PRIOR TO STARTING WORK.2. CLEAR AND GRUB SITE NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. FORAREAS TO BE DISTURBED REFER TO TABLE BELOW.3. INSTALL SILT FENCE, SILT FENCE OUTLETS, CHECK DAMS, AND TEMPORARY CONSTRUCTIONENTRANCE AS SHOWN ON PLANS.4. CALL THE INSPECTOR FOR AN INSPECTION OF CONTROL MEASURES ONCE INSTALLED.5. CLEAR EXISTING VEGETATION AND DEMOLISH EXISTING STRUCTURES AS REQUIRED TOCONSTRUCT PROPOSED SEDIMENT BASINS AS SHOWN ON PLANS.6. CONSTRUCT TEMPORARY DIVERSION DITCHES/DIKES, AND TEMPORARY SLOPE DRAINS ASSHOWN ON PLANS.7. PERFORM GRADING OPERATIONS AS SHOWN ON PLANS.8. THE CONTRACTOR SHALL STABILIZE SKIMMER SEDIMENT BASINS AS SOON AS PRACTICAL, BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS OF COMPLETING BASIN CONSTRUCTION.9. CLEAR AND GRUB THE REMAINDER OF THE AREA(S) WITHIN THE PHASE FOR GRADINGOPERATIONS. REFER TO TABLE BELOW.CONSTRUCTION SEQUENCE - EROSION CONTROL PHASE 2:1. AS STORM DRAINAGE SYSTEM IS CONSTRUCTED, INLET PROTECTION SHALL BE INSTALLEDIMMEDIATELY AT EACH INLET. PROTECT EACH INLET OF STORM DRAINAGE SYSTEM UNTILAREAS CONTRIBUTING TO EACH INLET ARE PERMANENTLY STABILIZED.2. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROLDEVICES AND STRUCTURES.4.THE CONTRACTOR SHALL STABILIZE SEDIMENT BASINS AS SOON AS PRACTICAL, BUT IN ANYEVENT WITHIN 7 CALENDAR DAYS OF COMPLETING BASIN CONSTRUCTION.5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OFAGRICULTURE, TOWN OF INDIAN TRAIL POST-CONSTRUCTION STORMWATER ORDINANCE, ANDTHE TOWN OF INDIAN TRAIL LAND DEVELOPMENT STANDARDS MANUAL.10. PROJECT BENCHMARKS:ONSITE BENCMARK #1:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH: 490,219.15EAST: 1,501,094.09ELEVATION: 703.17 (NAVD88)ONSITE BENCMARK #2:#5 REBAR/CAPNC GRID COORDS (NAD 83/2011)NORTH:489,547.39EAST:1,500,337.19ELEVATION: 696.21 (NAVD88) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-ECP2 OVERALL.dwg, EROSION CONTROL PHASE 2 OVERALL, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EROSION CONTROL PHASE 2 OVERALL
C6.3RHJRHJCHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)TOTAL DISTURBEDAREA= 8.23 ACR1 inch = ft.( IN FEET )GRAPHIC SCALE060'30'60'120'240'60NORTH ORIENTED TONC GRID (NAD 83/2011)SHEETC2.2SCALE: 1" = 300'KEY MAPSHEETC2.1SB-1 (ECP2)DA=6.69 ACSB-1TEMP. CONSTRUCTION ENTRANCE(TIRE WASH MAY BE REQUIRED IFEXCESSIVE TRACK-OUT IS OBSERVED)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)TEMP. CONSTRUCTION ENTRANCE(TIRE WASH MAY BE REQUIRED IFEXCESSIVE TRACK-OUT IS OBSERVED)PROP. DRAINAGEAREA (TYP.)PROP. DRAINAGEAREA (TYP.)PROP. TEMPORARYCONSTRUCTION ESMT.PROP. TEMPORARYCONSTRUCTION ESMT.PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)TEMP. CONCRETEWASHOUTPROP. DRAINAGEAREA (TYP.)BURR STREET(PROP. 50' PUBLIC R/W)GROVE GATE LANE
(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)PROP. TEMPORARYCONSTRUCTION ESMT.TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)04/01/202004/02/202004/17/202004/23/202004/24/2020
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SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EROSION CONTROL PHASE 2 -
SHEET 1 OF 2
C6.4RHJRHJSCALE: 1" = 300'KEY MAPR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'NORTH ORIENTED TONC GRID (NAD 83/2011)MATCHLINE - SEE SHEET C6.5 - EROSION CONTROL PHASE 2 - SHEET 2 OF 2CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)SHEETC6.5SHEETC6.5PROP. DRAINAGEAREA (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.TEMP. DOUBLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. CONSTRUCTION ENTRANCE(TIRE WASH MAY BE REQUIRED IFEXCESSIVE TRACKOUT IS OBSERVED)TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)PROP. DRAINAGEAREA (TYP.)TOTAL DISTURBEDAREA= 8.23 ACSB-1 (ECP2)DA=6.69 ACPROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)MARION DRIVE(PROP. 50' PUBLIC R/W)SEE SHEET C6.3 FOR CONSTRUCTION SEQUENCE & EROSION CONTROL NOTESTEMP. FILTER SOCKWATTLE (TYP.)TEMP. FILTER SOCKWATTLE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)04/01/202004/02/202004/17/202004/23/202004/24/2020
SJB#B5JB#B4JB#B3JB#B2HW#B1DI#B15DI#B16DI#B1718" HDPE24" HDPE24" HDPE15" HDPE15" HDPE15" HDPE24" RCPCB#A24CB#A23DI#A25CB#A22DI#A19DI#A42CB#A18CB#A17CB#A29CB#A16DI#A38CB#A8DI#A37CB#A36CB#A15DI#A41CB#A21CB#A28CB#A7CB#A20CB#A39DI#A40JB#A6DI#A35CB#A34CB#A14CB#A27CB#A5CB#A4DI#A26CB#A13CB#A33CB#A3CB#A2CB#A32CB#A11DI#A12HW#A118" RCP18" RCP24" RCP24" RCP24" RCP30"
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685687689691690690LEGENDEXIST. MAJOR CONTOUREXIST. MINOR CONTOURPROP. MAJOR CONTOURPROP. MINOR CONTOURPROP. DISTURBANCE LIMITSEXIST. DISTURBANCE LIMITSPROP. DRAINAGE AREATEMP. HIGH HAZARD SILT FENCETEMP. SILT FENCETEMP. CONSTRUCTION ENTRANCETEMP. ROCK CHECK DAMTEMP. FILTER SOCK SILT FENCE OUTLETTEMP. HARDWARE, FABRIC AND STONEINLET PROTECTIONTEMP. SILT SACK INLET PROTECTIONTEMP. WATER BARTEMP. FILTER SOCK WATTLE V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-ECP2.dwg, EROSION CONTROL PHASE 2 - SHEET 2 OF 2, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EROSION CONTROL PHASE 2 -
SHEET 2 OF 2
C6.5RHJRHJSCALE: 1" = 300'KEY MAPMATCHLINE - SEE SHEET C6.4 - EROSION CONTROL PHASE 2 - SHEET 1 OF 2
CHESTNUT PARKWAYR1 inch = ft.( IN FEET )GRAPHIC SCALE03030'15'30'60'120'NORTH ORIENTED TONC GRID (NAD 83/2011)TEMP. CONCRETEWASHOUTTEMP. CONSTRUCTION ENTRANCE(TIRE-WASH MAY BE REQUIRED IFEXCESSIVE TRACK-OUT IS OBSERVED)TEMP. RIP-RAP APRONLa=16'; W1=7.5'W2=18.5'; T=1.5'TEMP. RIP-RAP APRONLa=14'; W1=6'W2=16'; T=1.25'TEMP. TURBIDITY CURTAIN(ANCHOR TURBIDITY CURTAINSTO BOTTOM OF POND)(TYP.)TEMP. 3'X3'RIP-RAP PAD(MIN. 1' THICK)2.0" FAIRCLOTHSKIMMER W/2.0" ORIFICEPROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. DISTURBANCELIMITS (TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)PROP. DRAINAGEAREA (TYP.)TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)PROP. DRAINAGEAREA (TYP.)PROP. TEMPORARYCONSTRUCTIONESMT.TOTAL DISTURBEDAREA= 8.23 ACSB-1 (ECP2)DA= 6.69ACSHEETC6.5SHEETC6.5PROP. EARTHEN BERMFOREBAY W/ RIP-RAP OUTLETHEIGHT=9.0'BERM LENGTH=59'TOP WIDTH=6.0'TEMP. FILTER SOCKSILT FENCE OUTLET(TYP.)PERMANENT 5'X5'CONCRETERISER W/ TRASH RACK(REFERENCE BMP PLAN FOR OUTLETSTRUCTURE DETAILS)HEIGHT=7.75'TOP ELEV.=689.25'INV. ELEV.=688.25'BOTTOM ELEV.=681.50'(ALL HIGH FLOW WEIRS & ORIFICES SHALLBE COVERED DURING EC PHASES)SEDIMENT BASIN 1TOP OF WALL ELEV.=692.00TOP OF STORAGE ELEV.=689.25'BOTTOM OF STORAGE ELEV.=672.00'DEPTH OF STORAGE=17.25'PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)PROP. RETAINING WALL(SEE GRADING PLANSFOR MORE INFO)BURR STREET(PROP. 50' PUBLIC R/W)GROVE GATE LANE(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)SEE SHEET C6.3 FOR CONSTRUCTION SEQUENCE & EROSION CONTROL NOTESPROP. TEMPORARYCONSTRUCTIONESMT.TEMP. FILTER SOCKWATTLE (TYP.)TEMP. FILTER SOCKWATTLE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)TEMP. SINGLE ROWSTD. SILT FENCE (TYP.)04/01/202004/02/202004/17/202004/23/202004/24/2020
STABILIZED CONSTRUCTION
ENTRANCE
NOT TO SCALE
TEMPORARY SILT FENCE
NOT TO SCALE
RIP-RAP APRON AT PIPE OUTFALLS
NOT TO SCALE
TEMPORARY ROCK CHECK DAM
NOT TO SCALE
SILT FENCE OUTLET
NOT TO SCALE
2.
4.
5.
3B.
1.
3A.
GREEN
NORTH
AMERICAN
SLOPE STABILIZATION
NOT TO SCALE
TEMPORARY SEEDING SCHEDULE
NOT TO SCALE
TEMPORARY SEEDING SPECIFICATIONS
NOT TO SCALE
·
·
·
SUPER SILT FENCE
NOT TO SCALE
SUPER SILT FENCE CONSTRUCTION SPECIFICATIONS
1.INSTALL 2 3 8 INCH DIAMETER GALVANIZED STEEL POSTS OF 0.095 INCH WALL
THICKNESS AND SIX FOOT LENGTH SPACED NO FURTHER THAN 10 FEET APART. DRIVE
THE POSTS A MINIMUM OF 36 INCHES INTO THE GROUND.
2.FASTEN 9 GAUGE OR HEAVIER GALVANIZED CHAIN LINK FENCE (2 3 8 INCH MAXIMUM
OPENING) 42 INCHES IN HEIGHT SECURELY TO THE FENCE POSTS WITH WIRE TIES OR
HUG RINGS.
3.FASTEN WOVEN SLIT FILM GEOTEXTILE SECURELY TO THE UPSLOPE SIDE OF CHAIN
LINK FENCE WITH TIES SPACED EVERY 24 INCHES AT THE TOP AND MID SECTION.
EMBED GEOTEXTILE AND CHAIN LINK FENCE A MINIMUM OF 8 INCHES INTO THE
GROUND.
4.WHERE ENDS OF THE GEOTEXTILE COME TOGETHER, THE ENDS SHALL BE
OVERLAPPED BY 6 INCHES, FOLDED, AND STAPLED TO PREVENT SEDIMENT BY PASS.
5.EXTEND BOTH ENDS OF THE SUPER SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET
UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM
GOING AROUND THE ENDS OF THE SUPER SILT FENCE.
6.PROVIDE MANUFACTURER CERTIFICATION TO THE INSPECTION/ENFORCEMENT
AUTHORITY SHOWING THAT GEOTEXTILE USED MEETS NCDEQ REQUIREMENTS.
7.REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN FENCE
OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN.
IF UNDERMINING OCCURS, REINSTALL CHAIN LINK FENCING AND GEOTEXTILE. V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-EC DTLS.dwg, EROSION CONTROL DETAILS - SHEET 1 OF 3, rjohnsonSHEET:
PROJECT MANAGER:
PROJECT INFORMATION
DESIGNED BY:
DRAWN BY:
PROJECT NUMBER:
ORIGINAL DATE:BYREVISIONDATENO.THE GROVE AT CHESTNUT PARKESP Associates. Inc.P.O. Box 7030Charlotte, NC 282413475 Lakemont Blvd.Fort Mill, SC 29708704-583-4949 (NC)803-802-2440 (SC)www.espassociates.comMATTAMY CAROLINA CORPORATIONMRR
HT35.400
04/24/2020 INDIAN TRAIL, UNION COUNTY, NCPRELIMINARYNOT FORCONSTRUCTIONEROSION CONTROL DETAILS -SHEET 1 OF 3C6.6
RHJ
RHJ
2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.
2:1 MAX. S
L
O
P
E
FLOW
EXCESS SOCK MATERIAL TO BE DRAWN
IN AND TIED OFF TO STAKE AT BOTH
ENDS
FLOW
2" X 2" X 36" WOODEN STAKES
PLACED 5' O.C.
EXCESS SOCK MATERIAL TO BE DRAWN
IN AND TIED OFF TO STAKE AT BOTH
ENDS
FILTREXX® FILTER SOXX™
OR APPROVED EQUIVALENT
SIZED TO SUIT CONDITIONS
8" TO 18" TYPICAL
FILTREXX® FILTER SOXX™
SIZED TO SUIT CONDITIONS
8" TO 18" TYPICAL
TOP SOCK SHOULD BE SMALLER
DIAMETER THAN BOTTOM SOCKS
NOTES:
1.ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS OR APPROVED EQUIVALENT.
2.CHECK DAMS SHOULD BE USED IN AREAS THAT DRAIN 10 ACRES OR LESS.
3.SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED
HEIGHT HAS REACHED 12 THE HEIGHT OF THE CHECK DAM.
4.CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
5.CONTRACTOR IS REQUIRED TO BE A FILTREXX CERTIFIED INSTALLER OR APPROVED
EQUIVALENT.
04/01/202004/02/202004/17/202004/23/202004/24/2020
CONSTRUCTION ENTRANCE - SINGLE FAMILY LOTNOT TO SCALEINDIVIDUAL RESIDENTIAL LOT CONTROLSLOT EXAMPLE "A"SLOPES TO FRONTLOT EXAMPLE "B"SLOPES TO REARLOT EXAMPLE "C"SLOPES TO SIDESILTSACKSPECIFICATIONSNOTE: THE SILTSACK WILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS.REGULAR FLOW SILTSACK(FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF)PROPERTIES TEST METHOD UNITSGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYHI-FLOW SILTSACK(FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF)ASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1OIL-ABSORBANT SILTSACK(FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN-OFF OR SPILLS)DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK CAN BE MADE FROMEITHER ONE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT OR,MADE COMPLETELY FROM AN OIL-ABSORBANT SILTSACK , WITH A WOVEN PILLOW INSERT.1.5 SEC -1200 GAL/MIN/SQ FT20 US SIEVE90 %45 LBS420 PSI135 LBS20 %265 LBSASTM D-4491ASTM D-4491ASTM D-4751ASTM D-4355ASTM D-4533ASTM D-3786ASTM D-4833ASTM D-4632ASTM D-4632PERMITTIVITYFLOW RATEAPPARENT OPENING SIZEUV RESISTANCETRAPEZOID TEARMULLEN BURSTPUNCTUREGRAB TENSILE ELONGATIONGRAB TENSILE STRENGTHPROPERTIES TEST METHOD UNITSRRRRRINSTALLTION DETAILSTANDARD DRAWING NO.APPROVED BY:DATESKIMMERNOT TO SCALEOBASIS OF DESIGN: FAIRCLOTH SKIMMERBAFFLE INSTALLATION IN SKIMMER BASINNOT TO SCALESEDIMENT BASINNOT TO SCALESEDIMENT BASIN NOTESNOT TO SCALEC6.7RHJRHJ V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-EC DTLS.dwg, EROSION CONTROL DETAILS - SHEET 2 OF 3, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
EROSION CONTROL DETAILS -
SHEET 2 OF 3
04/01/202004/02/202004/17/202004/23/202004/24/2020
GRAVEL & HARDWARE MESH INLET PROTECTIONNOT TO SCALERIP RAP & WASHED STONE FILTER BERMNOT TO SCALESLOPE DRAINNOT TO SCALEPOROUS BAFFLES DETAILNOT TO SCALE V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-EC DTLS.dwg, EROSION CONTROL DETAILS - SHEET 3 OF 3, rjohnson
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTIONC6.8RHJRHJEROSION CONTROL DETAILS -
SHEET 3 OF 3 TURBIDITY CURTAIN DETAILNOT TO SCALEPOROUS BAFFLE MATERAILS & CONSTRUCTIONNOT TO SCALEGENERAL NOTES:4' MAX.2'16" MIN.2'3'³36" PIPE DIAMETER MAX.1.6.7.2.5.4.8.3.3.6 STAPLES PER SQ. YD.(4.3 STAPLES PER SQ. M)(4.1 STAPLES PER SQ. M)3.4 STAPLES PER SQ. YD.3.00' [0.91M]1.00' [0.30M]2.00' [0.61M]1.50' [0.46M]3.00' [0.91M]1.50' [0.46M]2.00' [0.61M]4.00' [1.22M]4.00' [1.22M]3.4 GRAPAS POR YD CUAD(4.1 GRAPAS POR M CUAD)3.6 GRAPAS POR YD CUAD(4.3 GRAPAS POR M CUAD)GREENNORTHAMERICANSWALE LINER INSTALLATIONDANDY DEWATERING BAGNOT TO SCALEDANDY DEWATERING BAGSEWN INSPOUTPUMPDISCHARGEHOSE (TO BESIZED BYCONTRACTOR)TIE DOWNSTRAPWATERPUMP(TO BESIZED BYCONTRACTOR)FLOWDANDYDEWATERINGBAGFILTEREDWATERÔÔÔSIDE VIEWAGGREGATEUNDERLAY(FOR ADDED FLOW)04/01/202004/02/202004/17/202004/23/202004/24/2020
647069686766656163625960178676738390718972887587748579847781788280585756555453345251504948474645444342414039383736123456789101112131415162618192021312223242527282930333235SLNP
S
S
SS
SLNPNPNPSLNPLEGENDPROP. STOP SIGN (R1-1)PROP. STREET NAME SIGNPROP. SPEED LIMIT SIGN (R2-1)PROP. NO PARKING SIGN (R7-1)PROP. ACCESSIBLE PARKING SIGNAGENOTES1. CONTRACTOR SHALL CONTACT THE TOWN OF INDIAN TRAIL PUBLIC WORKSDEPARTMENT FOR APPROVAL ON FINAL SIGN LOCATIONS PRIOR TO INSTALLATION.2. ALL TRAFFIC CONTROL SIGNAGE SHALL COMPLY WITH THE U.S. DEPARTMENT OFTRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MUTCD), CURRENT EDITION.3. THE POSTED SPEED LIMITS SHALL BE 20 MPH FOR RESIDENTIAL STREETS. V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-SIGN.dwg, SIGNAGE PLAN, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SIGNAGE PLAN
C7.0RHJDJHR1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NORTH ORIENTED TONC GRID (NAD 83/2011)CHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)BURR STREET(PROP. 50' PUBLIC R/W)GROVE GATE LANE
(PROP. 50' PUBLIC R/W) BMPWET PONDBUILDING #1BUILDING #2BUILDING #3BUILDING #4BUILDING #5BUILDING #6BUILDING #7BUILDING #8BUILDING #9BUILDING #10BUILDING #11BUILDING #12BUILDING #13BUILDING #14BUILDING #15BUILDING #16BUILDING #17BUILDING #19BUILDING #1804/01/202004/02/202004/17/202004/23/202004/24/2020
V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-DTLS.dwg, SITE DEVLEOPMENT DETAILS - SHEET 1 OF 4, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SITE DEVLEOPMENT
DETAILS - SHEET 1 OF 4
C8.0######NOT TO SCALE04/01/202004/02/202004/17/202004/23/202004/24/2020
V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-DTLS.dwg, SITE DEVELOPMENT DETAILS - SHEET 2 OF 4, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SITE DEVELOPMENT
DETAILS - SHEET 2 OF 4
C8.1######04/01/202004/02/202004/17/202004/23/202004/24/2020
V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-DTLS.dwg, SITE DEVELOPMENT DETAILS - SHEET 3 OF 4, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SITE DEVELOPMENT
DETAILS - SHEET 3 OF 4
C8.2######04/01/202004/02/202004/17/202004/23/202004/24/2020
V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-DTLS.dwg, SITE DEVELOPMENT DETAILS - SHEET 4 OF 4, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
SITE DEVELOPMENT
DETAILS - SHEET 4 OF 4
C8.3######04/01/202004/02/202004/17/202004/23/202004/24/2020
FOFOFOFOFOFOFOFOSSSS
SSSS
464544434241403938373612345678910111213141516261819202131222324252728293033323564706968676665616362596017867673839071897288758774857984778178828058575655545334525150494847STREET NAMETOTAL ST.LENGTH(LF)*PLANTABLEST. LENGTH(LF)**REQUIREDNO. OFTREES***PROVIDEDNO. OF TREESTHE GROVE AT CHESTNUT PARK STREET TREE CALCULATIONS* TOTAL STREET LENGTH = CENTER LINE LENGTH X 2** PLANTABLE STREET LENGTH = TOTAL STREET LENGTH - DRIVEWAYS - INTERSECTIONS***REQUIRED NUMBER OF TREES = PLANTABLE STREET LENGTH / 30PROPOSED TRIDENT MAPLEPROPOSED CHINESE PISTACHEPROPOSED JAPANESE ZELKOVAMARION DRIVEBURR STREET2,2341,47689071229232923GROVE GATE LANE6063141011TREE SIZEBOTANICAL NAMETHE GROVE AT CHESTNUT PARK STREET PLANTING SCHEDULECOMMON NAMESIZEQTY.TREES AND SHRUBS SELECTION MUST MEET THE CRITERIA FOUND IN THE TOWN OF INDIAN TRAILLANDSCAPING ORDINANCE. FUTURE SUBSTITUTION OF TREES AND SHRUBS REQUIRE INDIAN TRAILPLANNING - URBAN FORESTRY APPROVAL.2.5" CALIPERPISTACIA CHINENSISTRIDENT MAPLESMALL MATURINGMEDIUM MATURING298CHINESE PISTACHEACER BAUERGERANUM2.5" CALIPERLARGE MATURING26JAPANESE ZELKOVAZELKOVA SERRATA2.5" CALIPERLANDSCAPE PLANTING NOTES:1. THE DEVELOPER SHALL FURNISH AND INSTALL ALL PLANT MATERIALS LISTED ON THEPLANT SCHEDULE.2. PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS DESCRIBED IN THE LATESTEDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" WHICH IS PUBLISHED BY THEAMERICAN SOCIETY OF NUSERYMEN.3. PLANT MATERIALS MUST BE FROM THE APPROVED SPECIES LIST OF THE TOWN OF FORTMILL CODE OF ORDINANCES.4. ALL TREES (BALLED AND BURLAP) SHALL HAVE A MINIMUM OF 2 INCH CALIPER.5. NO TREE SHALL BE PLANTED IN SIGHT TRIANGLES.6. NO TREE SHALL BE PLANTED IN EXISTING OR PROPOSED UTILITY EASEMENTS.7. NO TREE SHALL BE PLANTED OVER WATER OR SEWER SERVICES.8. STAKING MATERIALS SHALL NOT BE USED UNLESS ABSOLUTELY NECESSARY. IFSTAKING IS NECESSARY, THEN THE DEVELOPER SHALL REMOVE THE STAKING MATERIALSAFTER ONE GROWING SEASON.9. THE DEVELOPER SHALL ENSURE THAT ALL PLANT PITS, VINE PITS, HEDGE TRENCHES,AND SHRUB BEDS ARE EXCAVATED AS FOLLOWS:A. ALL PITS SHALL BE GENERALLY CIRCULAR IN OUTLINE, WITH VERTICAL SIDES. THETREE PIT SHALL BE DEEP ENOUGH TO ALLOW 1/8 INCH OF THE BALL TO BE ABOVEEXISTING GRADE. SOIL WITHIN THE BUFFER AREAS SHALL BE FREE OF ROCK, DEBRIS,INORGANIC COMPOSITIONS AND CHEMICAL RESIDUES DETRIMENTAL TO PLANT LIFE.SOIL SHALL BE COMPATIBLE WITH THE COMPOSITION OF THE EXISTING SUBSOIL ANDSUFFICIENTLY BLENDED TO ENSURE ADEQUATE EXCHANGE OF AIR AND WATERBETWEEN THE PLANTING AREA AND THE ADJACENT SOIL STRATA. PLANTS SHALLREST ON A WELL-COMPACTED SURFACE. THE TREE PIT SHALL BE A MINIMUM OF NINEINCHES LARGER ON EVERY SIDE THAN THE BALL OF THE TREE. (SEE TREE PLANTINGDETAIL, THIS SHEET).B. IF AREAS ARE DESIGNATED AS SHRUB BEDS OR HEDGE TRENCHES, THEY SHALL BECULTIVATED TO AT LEAST 18 INCHES IN DEPTH. AREAS DESIGNATED FOR GROUNDCOVERS AND VINES SHALL BE CULTIVATED TO AT LEAST 12 INCHES IN DEPTH.10. EACH TREE, SHRUB, OR VINE SHALL BE PRUNED IN AN APPROPRIATE MANNER, INACCORDANCE WITH ACCEPTED STANDARD PRACTICES.11. EXISTING TREES SHALL BE PRESERVED WHEREVER POSSIBLE.12. ALL PLANTING AREAS SHALL BE MULCHED WITH A TWO-TO-THREE INCH LAYER OF BAR,PINE NEEDLES, OR OTHER SIMILAR MATERIAL TO COVER THE COMPLETE PLANTING AREA.13. IN CASE OF CONFLICT WITH UTILITY LINES, ONE ORNAMENTAL TREE WILL REPLACE ONESHADE TREE IN THOSE AREAS.14. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROMROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROMROOT BALL.15. QUANTITIES LISTED ARE FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BERESPONSIBLE FOR QUANTITIES AS SHOWN ON THE PLAN.16. CONTRACTOR SHALL ADJUST TREE PLANTING LOCATIONS AS NECESSARY TO AVOIDUNDERGROUND UTILITIES AND DRIVEWAYS.17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATION.18. TREES SHALL BE SPACED APPROXIMATELY 50 FEET APART.TREE PRESERVATION NOTES:1. 100% OF TREE SAVE WILL BE PROVIDED ON ADJACENT PARCEL TAX#070105005C.LEGENDPROP. CONCRETE SIDEWALKPROP. STORM DRAINAGE EASEMENT (SDE)PROP. SANITARY SEWER EASEMENTPROP. PERIMETER BUFFERPROP. SIGHT TRIANGLEPROP. BMP EASEMENTEXIST. WETLANDSPROP. WETLANDS BUFFERPROP. PHASE LINELANDSCAPE BUFFERPROP. STREET LIGHTPROP. BUFORD HOLLY SCREENINGFOR BACKFLOW PREVENTORCHESTNUT PARKWAYMATTHEWS-INDIAN TRAIL ROAD(EXIST. SR-1376 VARIABLE WIDTH PUBLIC R/W) V:\HT35.400 - Carolina Courts\_HT35\Sheets\HT35-LAND.dwg, TREE PRESERVATION AND TREE PLANTING PLAN, dbudnack
SHEET:PROJECT MANAGER:PROJECT INFORMATIONDESIGNED BY:DRAWN BY:PROJECT NUMBER:ORIGINAL DATE:BYREVISIONDATENO.
THE GROVE AT CHESTNUT PARK
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
MATTAMY CAROLINA CORPORATIONMRRHT35.40004/24/2020INDIAN TRAIL, UNION COUNTY, NC
PRELIMINARY
NOT FOR
CONSTRUCTION
TREE PRESERVATION AND
TREE PLANTING PLAN
L1.0RHJRHJR1 inch = ft.( IN FEET )GRAPHIC SCALE040'20'40'80'160'40NORTH ORIENTED TONC GRID (NAD 83/2011)BURR STREET(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W)GROVE GATE LANE
(PROP. 50' PUBLIC R/W)MARION DRIVE(PROP. 50' PUBLIC R/W) BMPDRY PONDCOS NO. 8±0.03 ACCOS NO. 7±0.07 ACCOS NO. 6±0.01 ACCOS NO. 5±0.02 ACCOS NO. 2±0.03 ACCOS NO. 4±0.09 AC COS NO. 1±0.34 COS NO. 9±0.10 COS NO. 3±0.12COS NO. 10±0.05 ACPROP. RETAINING WALL(TO BE DESIGNEDBY OTHERS)PROP. RETAINING WALL(TO BE DESIGNEDBY OTHERS)PROP. RETAINING WALL(TO BE DESIGNEDBY OTHERS)PROP. RETAINING WALL(TO BE DESIGNEDBY OTHERS)PROP. RETAINING WALL(TO BE DESIGNEDBY OTHERS)BURR STREET(PROP. 50' PUBLIC R/W)BUILDING #1BUILDING #2BUILDING #3BUILDING #4BUILDING #5BUILDING #6BUILDING #7BUILDING #8BUILDING #9BUILDING #10BUILDING #11 BUILDING #12
BUILDING #13BUILDING #14BUILDING #15BUILDING #16BUILDING #17BUILDING #18BUILDING #1904/01/202004/02/202004/17/202004/23/202004/24/2020