Pratt Corrugating Expansion in Statesville, NC - 20190121 - Pratt Corrugating Civil Plans

SSxFILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_COVER.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_COVER.dwg, ESUDDRETH, 1/21/2019 9:54:06 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C1.02018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402COVERCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETSPRATT CORRUGATINGCITY OF STATESVILLE, NORTH CAROLINASITE CONSTRUCTION PLANPROJECT NUMBER 2018028200.CL FORMV COMMERICAL CONSTRUCTION185 DEER RIDGE DR. STATESVILLE, NC 28625AUG. 2018VICINITY MAPN.T.S.SITEI-40US 64TAYLORSVILLE HWYDEERRIDGE DRLITTLEFARM RDMILLERFARM RDWOODBRIDGE RD0100 100 200SCALE: 1" = 100'PROPOSED 55,218 SFBUILDING EXPANSIONPROPOSED 19PARKING SPACESPROPOSED 19PARKING SPACESEXISTING BUILDINGBMP STORMWATERPONDDEER RIDGE DRIVE - SR 1786(60' R/W)Sheet List TableSheetNumberSheet TitleRevisionNumberRevisionDateC1.0 COVERC1.1 GENERAL NOTESC2.0 EXISTING CONDITIONSC3.0 SITE & LANDSCAPE PLANC3.1 FIRE LANE TURNING MOVEMENT PLANC4.0 GRADING PLANC5.0 EROSION CONTROL - PHASE 1C5.1 EROSION CONTROL - PHASE 2C6.0 WATER LINE RELOCATION PLANC7.0 DETAILSC7.1 DETAILSC7.2 DETAILSC7.3 DETAILSC7.4 DETAILSC7.5 DETAILSPROPERTYBOUNDARYDEVELOPMENT DATA FOR PRATT CORRUGATINGSITE INFORMATION:TAX PARCEL ID: 4715985723.000 ZONING:HIBUILT UPON AREA-EXISTING IMPERVIOUS AREA: 665,793 SQFT.-PROPOSED IMPERVIOUS AREA: 88,916 SQFT.-EXISTING IMPERVIOUS AREA TO BE REMOVED: 36,500 SQFT.-NET IMPERVIOUS AREA: 718,209 SQFT.-ADDITIONAL IMPERVIOUS AREA TO BE TREATED: 52,416 SQFT.EXISTING USE: MANUFACTURINGPROPOSED USE: MANUFACTURINGSITE AREAS:TOTAL SITE AREA: +/- 21.79 ACBUILDING SETBACKS (MIN.)FRONT SETBACK: 30'SIDE YARD SETBACK: 8'REAR LOT SETBACK: 20'PARKING REQUIREMENTSMAX EMPLOYEES PER SHIFT = 87SPACES REQUIRED = 87 x 2 SPACES PER 3 EMPLOYEES + 1 = 59 SPACESEXISTING SPACES = 146 + 6 HC = 152 SPACESPROPOSED SPACES = 38 SPACESTOTAL PARKING SPACES = 190 SPACESOWNER:6505 PARAMOUNT ASSOC LLC78100 MAIN STREET STE 205LA QUINTA CA 92253DEVELOPER: PRATT (CORRUGATING LOGISTICS), LLC - TOM FORSCHT1800-C SARASOTA BUSINESS PARKWAYCONYERS, GA [e-mail] ENGINEER: W.K. DICKSON - EDWIN SUDDRETH, PE616 COLONNADE DRIVECHARLOTTE, NC 28205PHONE NUMBER: (704)[e-mail] BUILDINGNOW OR FORMALLYLLH MRS MASTER RE LLCD.B. 2295 P.G. 906PIN: 80015564ZONING: MINOW OR FORMALLYSTEVENSON SUE WD.B. 07E P.G. 817PIN: 77459055ZONING: RANOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4715998723ZONING: LINOW OR FORMALLYPROVIDENCIA USA INCD.B. 2054 P.G. 2160PIN: 4725087879ZONING: LINOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4725073577ZONING: LIA01/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/1901/21/19AAAAAAAAAAAAAA
FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_NOTES.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_NOTES.dwg, ESUDDRETH, 1/21/2019 9:54:10 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C1.12018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402GENERAL NOTESDEMOLITION/EXISTING CONDITIONS NOTES:1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARELOCATED PRIOR TO BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION.3. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK.CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK.4. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OFCONSTRUCTION. ANY STRUCTURE THAT ARE TO REMAIN THAT ARE DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO ACONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. THE OWNER AND ENGINEER SHALLBE IMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE.5. BUILDINGS AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR UNTIL HEHAS BEEN FURNISHED WITH A NOTICE OF POSSESSION AND APPROVAL TO PROCEED BY THE DEVELOPER. FOUNDATIONS,FLOORS, FLOOR SLABS, AND BASEMENTS SHALL BE REMOVED TO A MINIMUM OF ONE FOOT BELOW GRADE OF THESURROUNDING AREA OR TO A DEPTH REQUIRED TO ACCOMMODATE PROPOSED DEVELOPMENT.6. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC AS NECESSARY TO ENSURE THE SAFETY OFTHE PUBLIC.7. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE PLACED IN ACCORDANCE WITH THE STANDARDS OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION AND THE CITY OF STATESVILLE.8. SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.9. CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES PRIOR TO DEMOLITION OF EXISTING STRUCTURES.10. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS CONCERNING THE DEMOLITIONAND REMOVAL OFFSITE OF ALL CONSTRUCTION DEBRIS.11. CONTRACTOR SHALL COMPLETE DEMOLITION WORK IN AN EXPEDITIOUS AND TIMELY MANNER.12. ABANDONMENT OR REMOVAL OF EXISTING WELLS, SEPTIC SYSTEMS AND ASSOCIATED APPURTENANCE SHALL BE PERFORMEDIN ACCORDANCE WITH REGULATORY GUIDELINES AND PROCEDURES ESTABLISHED BY THE NORTH CAROLINA DEPARTMENT OFNATURAL RESOURCES, AND ANY ASSOCIATED REGULATORY AGENCIES.13. DEMOLITION CONTRACTOR, AND ASSOCIATED SUBCONTRACTORS, ARE RESPONSIBLE FOR CONTACTING AND COORDINATINGWITH EACH AFFECTED UTILITY COMPANY PRIOR TO THE REMOVAL OR DISCONNECTION OF ANY EXISTING SERVICES ON SITE.MATERIAL/STREET/SIDEWALK NOTES:1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND/OR THE CITY OF STATESVILLE UNLESS OTHERWISESPECIFIED IN THE PLANS.2. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING STREET SURFACES FOR PATCHING OR WIDENING STRIPS.3. PAPER JOINTS SHALL BE USED TO SEAL THE ENDS OF AN ASPHALT POUR SO THAT FUTURE EXTENSIONS CAN BE MADE WITHOUTCAUSING ROUGH JOINTS.4. WHEN PLACING ASPHALT AGAINST EXISTING SURFACES, A STRAIGHT EDGE SHALL BE USED TO PREVENT "HUMPING" AT THATLOCATION.5. STONE SHALL BE PRIMED IF PAVING IS NOT COMPLETE WITHIN SEVEN DAYS FOLLOWING STONE BASE APPROVAL.6. SURFACES SHALL BE TACKED WHEN ASPHALT IS BEING PLACED OVER EXISTING ASPHALT STREETS OR ADJOINING CONCRETE, STORMDRAIN AND SANITARY SEWER STRUCTURES.7. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEARINTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS. THE CONTRACTOR SHALL PREPARECONCRETE TEST CYLINDERS IN ACCORDANCE WITH SECTION 1000 OF THE NCDOT STANDARD SPECIFICATIONS AT THE DIRECTION OFTHE PROJECT INSPECTOR. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND CYLINDER MOLDS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CYLINDERS UNTIL SUCH TIME AS THEY ARE TRANSPORTED FOR TESTING. ANINDEPENDENT TESTING LAB SHALL PERFORM TESTING FOR PROJECTS, AT NO COST TO THE TOWN/COUNTY. THE CONTRACTOR SHALLPROVIDE EQUIPMENT AND PERFORM TESTS ON CONCRETE FOR A MAXIMUM SLUMP AND AIR CONTENT AS DEFINED IN SECTION 1000 OFTHE NCDOT STANDARD SPECIFICATIONS. THESE TESTS SHALL BE PERFORMED AT A FREQUENCY ESTABLISHED BY THE INSPECTOR.THE CONTRACTOR SHALL REMOVE MATERIALS FAILING TO MEET SPECIFICATIONS.9. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.SPECIFICATIONS C-309, TYPE 1, APPLIED AT A UNIFORM RATE AT ONE (1) GALLON TO 400 SQUARE FEET WITHIN 24 HOURS OFPLACEMENT OF THE CONCRETE.10. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR WITHIN 48 HOURS AFTER CONSTRUCTION TOPREVENT EROSION.11. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OROTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THEMATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.12. MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECTBACKFILL MATERIAL.13. ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID.THE FILL AROUND ALL PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES AND EACH LAYER SHALL BE COMPACTEDTHOROUGHLY.14. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.15. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. EACH SIX (6) INCH LAYER OFBACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.16. STRAIGHT FORMS SHALL NOT BE USED FOR FORMING CURB AND GUTTER IN CURVES.17. ALL EXCESS CONCRETE ON THE FRONT EDGE (LIP) OF GUTTER SHALL BE REMOVED WHEN CURB AND GUTTER IS POURED WITH AMACHINE.18. ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST TO ADEPTH OF EIGHT (8) INCHES, AND A DENSITY OF 95% STANDARD PROCTOR FOR DEPTHS GREATER THAN EIGHT (8) INCHES.19. A CANVAS COVER OR OTHER SUITABLE COVER SHALL BE REQUIRED FOR TRANSPORTING PLANT MIX ASPHALT DURING COOLWEATHER WHEN THE FOLLOWING CONDITIONS ARE PRESENT:A. AIR TEMPERATURE IS BELOW 60 DEGREES F.B. LENGTH OF HAUL FROM PLANT TO JOB IS GREATER THAN FIVE (5) MILES.C. OTHER OCCASIONS AT THE INSPECTOR'S DISCRETION WHEN A COMBINATION OF FACTORS INDICATES THAT MATERIAL SHOULDBE COVERED IN ORDER TO ASSURE PROPER PLACEMENT TEMPERATURE.20. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTORSHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC INACCORDANCE WITH NCDOT STANDARDS21. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.24. NON-STANDARD ITEMS (IE: PAVERS, STAMPED CONCRETE, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE APPROVALFROM CITY OF STATESVILLE AND DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFOREINSTALLATION.25. CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH SPECIFICATION, CONSTRUCTION DOCUMENTS, CITY OF STATESVILLESTANDARDS, NCDEQ STANDARDS, AND NCDOT STANDARDS.GENERAL NOTES:1. CONTRACTOR SHALL ENSURE THAT ADJOINING PARCEL'S UTILITIES REMAIN IN SERVICE AT ALL TIMES.2. SURVEY INFORMATION WAS OBTAIN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY COMPLETED BY SUMMIT OF THE CAROLINA,P.C. SIGNED OCTOBER 22, 2018.3. SURVEY HORIZONTAL REFERENCE: NAD 834. SURVEY VERTICAL REFERENCE: NAVD885. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJOINING PARCEL THROUGHOUT THE CONSTRUCTION PROCESS.6. SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.7. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED IN COMMON OPEN SPACE AREAS ARE THE MAINTENANCERESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR THIS DEVELOPMENT.8. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED ON LOTS ARE THE MAINTENANCE RESPONSIBILITY OF THEINDIVIDUAL HOMEOWNER OR THE HOMEOWNERS ASSOCIATION.9. ALL STORM DRAINAGE PIPES ARE TO BE CLASS III NCDOT APPROVED RCP UNLESS OTHERWISE NOTED10. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOTPERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE AREALSO PROHIBITED.SITE NOTES:1. ALL RADII DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.2. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 2%, UNLESS OTHERWISE NOTED.3. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES.4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.5. NO OBSTRUCTIONS, PLANTINGS, OR FENCES SHALL BE PERMITTED WITHIN SIGHT TRIANGLES, STORM DRAINAGE EASEMENTSAND SANITARY SEWER EASEMENTS, UNLESS OTHERWISE NOTED.GRADING NOTES:1. ON-SITE BURIAL PITS REQUIRE AN ONSITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF IREDELL COUNTY EROSION CONTROLORDINANCE AND IS SUBJECT TO FINE.3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF IREDELL COUNTYEROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH THE INSPECTOR.5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANTOFF-SITE GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY OWNERS.6 IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.5% SLOPE ON THE CURB.7. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALLREMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHERACCUMULATIONS.8. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.9. CONTRACTOR SHALL NOT GRADE WITHIN THE 100 YR FEMA FLOOD LINE.EROSION CONTROL MAINTENANCE PLAN1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND AFTER EACH RAINFALLOCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH.2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THECOMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROLDEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALLTEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE, THE SITE IS STABILIZED AND REMOVALIS APPROVED BY IREDELL COUNTY.3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THESEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVEPLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ONTO THE PAVEMENT. THE FIRST 50' OF THE ENTRANCE ADJACENT TO THE ROAD WILL BE PERIODICALLY TOP DRESSED WITH 2INCHES OF #4 STONE TO MAINTAIN A 6 INCH DEPTH. THE REMAINDER OF THE CONSTRUCTION ENTRANCE WILL BE CLASS A STONE.THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.6. CONTRACTOR SHALL TAKE ADDITIONAL STEPS AS NEEDED TO ENSURE REESTABLISHMENT OF VEGETATION IS ACHIEVED INWETLAND AREAS ON A CASE BY CASE BASIS.EROSION CONTROL NOTES:1. EROSION CONTROL NOTES: 1.ALL "STD." NUMBERS REFER TO THE CITY OF STATESVILLE’S ENGINEERING STANDARDS AND/ORTHE IREDELL COUNTY LAND DEVELOPMENT STANDARDS MANUAL (MCLDS).2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROLORDINANCE AND IS SUBJECT TO A FINE.4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY EROSIONCONTROL ORDINANCE AND IS SUBJECT TO A FINE.5. ALL PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITHIN 7 DAYS. GROUND STABILIZATION ON ALLOTHER AREAS MUST BE COMPLETED WITHIN 14 DAYS. REFER TO THE EROSION CONTROL ORDINANCE FOR ADDITIONALREQUIREMENTS.6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY.7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.8. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED ATPRE-CONSTRUCTION MEETING.9. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE BMP DESIGN MANUAL.10. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES GREATER THAN 10 VERTICAL FEET REQUIRE ADEQUATE TERRACING(MCLDSM # 30.16). SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER THAN 2:1.11. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERM >= 5' IN HEIGHT FROM THE NATURAL GRADE. SOIL COMPACTION MUSTBE AT 95% PROCTOR AND CERTIFIED BY A LICENSED SOIL ENGINEER.2. THE CONTRACTOR SHALL DILIGENTLY ANDCONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE SEDIMENTATION. THECONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED ATAPPROPRIATE STAGES OF CONSTRUCTION.12. THE TOTAL DENUDED AREA IS 5.00 ACRES.13. THE TOTAL SITE ACREAGE IS 21.79 ACRES.14. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN THE FIELD BY CONTRACTOR BASED ON SITECONDITIONS AND INSPECTOR'S RECOMMENDATIONS.15. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY OFSTATESVILLE/IREDELL COUNTY.16. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER TO DRAIN TO EROSION CONTROL DEVICES.17. ALL INLETS AND CATCH BASINS SHOULD BE PROTECTED AND MAINTAINED BY SILT SACK OR EQUAL INLET PROTECTION INADDITION TO THE MEASURES SHOWN.18. AN EROSION AND SEDIMENT CONTROL PLAN REQUIRED FOR ANY OFF-SITE BORROW OR WASTE AREA ASSOCIATED WITH THISSITE WILL BE CONSIDERED THE RESPONSIBILITY OF THE PERSON(S) FINANCIALLY RESPONSIBLE FOR THE LAND DISTURBINGACTIVITY. THE DELEGATION OF THIS RESPONSIBILITY TO THE CONTRACTOR IS CONSIDERED AN OWNER/CONTRACTORAGREEMENT.19. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTIONMEETING.20. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE DISTURBED AREA AND TO ENSURE THAT THE DISTURBEDAREAS ARE STABILIZED WITH VEGETATION AS SOON AS POSSIBLE.21. LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTICWASTE, AND HAZARDOUS OR TOXIC WASTE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERSUNLESS IT CAN BE SHOWN THAT NO ALTERNATIVES ARE REASONABLY AVAILABLE.22. LOCATE EARTHEN-MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERSUNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.23. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSIONCONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLIDWASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THEDIVISION OF SOLID WASTE MANAGEMENT.24. ADDITIONAL MEASURES MAY BE REQUIRED - THE APPLICANT IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THEAPPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE APPLICANT MUST TAKE THOSEADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THIS SITE.25. NO CONCRETE WASHOUTS OR ANY SIMILAR TYPE USE MAY BE LOCATED WITH FIFTY (50') OF A CATCH BASIN, DRAINAGE INLETOR ANY OTHER SIMILAR STRUCTURE.26. AN EROSION CONTROL INSPECTION IS REQUIRED AT THE BEGINNING AND END OF EACH PHASE OF THE EROSION CONTROLPLAN. UNTIL ONE PHASE IS INSPECTED AND PASSED ANOTHER CANNOT BEGIN.27. PAM (POLYACRYLAMIDE) SHALL BE INSTALLED PER NCDEQ EROSION CONTROL MANUAL SECTION 6.86 - FLOCCULANTS.PERMANENT SEEDING SPECIFICATION3:1 SLOPES OR FLATTER:1. APPLY AGRICULTURAL LIME AT THE RATE OF **75 LBS/1000 S.F.2. APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER.3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:DATE: TYPE: PLANTING RATE:AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.RYE GRAIN 120 LBS/AC OR 3 LBS/1000 S.F.NOV. 1 - MAR. 1* TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.ABRUZZI RYE 25 LBS/AC OR 1/2 LB/1000 S.F.MAR. 1 - APR. 15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.APR. 15 - JUL. 30 HULLED COMMONBERMUDA GRASS 25 LBS/AC OR 1/2 LB/1000 S.F.JUL. 1 - AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.OR SORGHUM SUDANHYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.4. MULCH WITH STRAW APPLIED AT THE RATE OF 95 LBS/1000 S.F.* HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.** CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A pHRANGE OF 6.5 TO 7.0.*** SEED TYPE, RATES AND/OR SOIL AMENDMENTS SPECIFIED ABOVE MAY BE MODIFIED AND/ORELIMINATED IF REQUIRED BY OTHER LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NCCOOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR ELIMINATIONS,CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FORAPPROVAL PRIOR TO MAKING MODIFICATION.SLOPES GREATER THAN 3:11. APPLY AGRICULTURAL LIME AT A RATE OF **90 LBS/1000 S.F.2. APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER.3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:DATE: TYPE: PLANTING RATE:MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F.RYE GRAIN 25 LBS/AC OR 3/4 LBS/1000 S.F.(SCARIFIED) ANDMAR. - APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.JUN. - SEPT. 1*** TALL FESCUE AND 120 LBS/AC OR 2 1/2 LBS/1000 S.F.BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.OR SORGHUM SUDANHYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F.(UNHULLED - UNSCARIFIED)TALL FESCUE 120 LBS/AC OR 2 1/2 LBS/1000 S.F.MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F.4. MULCH APPLIED AT THE RATE OF 95 LBS/1000 S.F. AND ANCHOR WITH ASPHALT EMULSION TACK COATAPPLIED AT THE RATE OF 10-15 GAL/1000 S.F. OR 450 GAL/AC.* TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.** CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A pH RANGE OF 6.5 TO 7.0.*** SEED TYPE, RATES AND/OR SOIL AMENDMANTS SPECIFIED ABOVE MAY BE MODIFIED AND/OR ELIMINATED IF REQUIRED BY OTHER LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR ELIMINATIONS, CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO MAKING MODIFICATION.PERMANENT SEEDING NOTES1. PERMANENT SEEDING, SODDING, OR OTHER MEANS OF STABILIZATION ARE REQUIRED WHENALL CONSTRUCTION WORK IS COMPLETED ACCORDING TO THE "SEEDING STABILIZATIONTIMEFRAMES" CHART.2. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHOULD BEOBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED.RECOMMENDED FERTILIZER AND pH ADJUSTING PRODUCTS SHOULD BE INCORPORATED TOTHE SOIL.3. USE A SEEDING MIX OF NON-INVASIVE, NATIVE SPECIES THAT WILL EVENTUALLY PROVIDE APERMANENT GROUNDCOVER.4. IMMEDIATE VEGETATIVE COVER WILL ALWAYS REQUIRE ADDITIONAL FERTILIZATION, SOILTESTS, OVERSEEDING AND MAINTENANCE UNTIL PERMANENT VEGETATIVE COVER ISESTABLISHED.SEEDBED PREPARATION1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IFAVAILABLE.2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEESEED SCHEDULE). DO NOT USE LIME OR FERTILIZER ON STREAM BANKS OR IN WETLAND AREAS. MULCHDOES NOT NEED TO BE USED IN WETLAND AREAS.4. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT ORCULTIPACK AFTER SEEDING.5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTINGSEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINALLIME, FERTILIZER AND SEEDING RATES.7. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTERPERMANENT COVER IS ESTABLISHED.CONSTRUCTION SEQUENCE1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF STATESVILLE/IREDELL COUNTYENGINEERING DEPARTMENT.2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF IREDELL COUNTYENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF TOWN AND COUNTY CODE AND IS SUBJECTTO FINE.3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, PERMANENTSTORMWATER SYSTEM, AND OTHER MEASURES AS SHOWN ON PLANS AND BY PHASES, CLEARING ONLY ASNECESSARY TO INSTALL THESE DEVICES.4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT ANDCLEARING AND GRUBBING MAY BEGIN.5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES ANDSTRUCTURES.6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TOCOMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE.9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF STATESVILLE/ IRDELLCOUNTY EROSION CONTROL ORDINANCE.COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETSTEMPORARY SEEDING SPECIFICATIONTEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRINGSEEDING MIXTURE RATE (LB/AC)RYE (GRAIN) 120ANNUAL LESPEDEZA (KOBE IN 50PIEDMONT AND COASTALPLAIN, KOREAN INMOUNTAINS)OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.SEEDING DATES:MOUNTAINS - ABOVE 2500 FEET, FEB. 15 - MAY 15BELOW 2500 FEET, FEB. 1 - MAY 1PIEDMONT - JAN. 1 - MAY 1COASTAL PLAIN - DEC. 1 - APR. 15SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITHBLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OROTHER DAMAGE.TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMERSEEDING MIXTURE RATE (LB/AC)GERMAN MILLET 40IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.SEEDING DATESMOUNTAINS - MAY 15 - AUG. 15PIEDMONT - MAY 1 - AUG. 15COASTAL PLAIN - APR. 15 - AUG. 15SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITHBLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OROTHER DAMAGE.TEMPORARY SEEDING RECOMMENDATIONS FOR FALLSEEDING MIXTURE RATE (LB/AC)RYE (GRAIN) 120SEEDING DATES:MOUNTAINS - AUG. 15 - DEC. 15COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITHBLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:REPAIR AND RE-FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT ISNECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN)OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
24" RCPSSxSSx18" CPPFILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_EXISTING CONDITIONS.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_EXISTING CONDITIONS.dwg, ESUDDRETH, 1/21/2019 9:54:15 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C2.02018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402EXISTING CONDITIONSCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS050 50 100SCALE: 1" = 50'EXISTING WATERLINETO BE RELOCATEDEXISTING STORM DRAINAGE TO BE REMOVEDEXISTING ASPHALT TO BE REMOVEDEXISTING FENCETO BE REMOVEDEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALTTO BE REMOVEDEXISTING HVAC AND ROOFDRAINS TO BE RELOCATED.COORDINATE WITH OWNER FORRELOCATION/REMOVAL(DEMOLITION PLANS BY OTHERS)EXISTING CONCRETE PAD ANDROOF DRAIN TO BE REMOVED(DEMOLITION PLANS BY OTHERS)DROP INLETRIM: 977.20'INV. OUT: 974.46'INV.: 973.69'EX. DROP INLET TO BEREMOVED AND REPLACED.RIM: 978.06'INV. OUT: 973.61'EX. DROP INLET TO BEREMOVED AND REPLACED.RIM: 978.44'INV. OUT: 975.21'DROP INLETRIM: 978.80'INV. IN: 971.36'INV. OUT: 971.35'DROP INLETRIM: 979.36'INV. IN: 969.59'INV. IN: 969.58'INV. OUT: 969.16'DROP INLETRIM: 979.24'INV. OUT: 974.83'INV.: 943.15'INV.: 970.86'EX. ASPHALTEX. ASPHALTEX. ASPHALTEX. ASPHALTEX. ASPHALTEX. ASPHALTEX. CONCRETELOADING DOCKEXISTING 24" RCP TO BE ABANDONEDIN PLACE . CONTRACTOR SHALLBRICK AND MORTAR EXISTINGCONNECTED DROP INLETS.EX.GRAVELEX. RAILROADSPUR36" RCP24" RCP24" RCP15" RCP12" RCP24" RCP30" RCP30" RCP
18" RCP8" ROOFDRAINEXISTING 18" CPP TO BEABANDONED IN PLACEEXISTING FIREHYDRANT TO BERELOCATEDEXISTING FIREHYDRANT TO BERELOCATEDEXISTING PIV TOBE RELOCATEDAPPROXIMATE LOCATION OFEXISTING 10" WATERMAIN(FROM 2007 DESIGN FILE)CONTRACTOR SHALL LOCATEEXISTING WATERMAIN PRIORTO CONSTRUCTION ANDNOTIFY ENGINEER/OWNER OFANY DISCREPANCIESAPPROXIMATE LOCATION OFEXISTING 10" WATERMAIN(FROM 2007 DESIGN FILE)CONTRACTOR SHALL LOCATEEXISTING WATERMAIN PRIORTO CONSTRUCTION ANDNOTIFY ENGINEER/OWNER OFANY DISCREPANCIESNOW OR FORMALLYLLH MRS MASTER RE LLCD.B. 2295 P.G. 906PIN: 80015564ZONING: MINOW OR FORMALLYSTEVENSON SUE WD.B. 07E P.G. 817PIN: 77459055ZONING: RANOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4715998723ZONING: LINOW OR FORMALLYPROVIDENCIA USA INCD.B. 2054 P.G. 2160PIN: 4725087879ZONING: LIDEER RIDGE DRIVE - SR 1786(60' R/W)EXISTING MANUFACTURING BUILDINGFFE: 984.68NOTE:1.CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL UTILITIESACTIVE DURING CONSTRUCTION.2. CONTRACTOR SHALL COORDINATE ALL BUILDINGDEMOLITION AND DEMOLITION ADJACENT TO THE BUILDINGWITH THE ARCHITECT/DESIGN TEAM TO ENSURE CONFORMITYAND COORDINATION WITH PROPOSED IMPROVEMENTS.
FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_SITE PLAN.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_SITE PLAN.dwg, ESUDDRETH, 1/21/2019 9:54:21 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C3.02018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402SITE & LANDSCAPE PLANCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS050 50 100SCALE: 1" = 50'9' (TYP.)24'24'9' (TYP.)120'471.2'43'48.9'CITY APPROVED SHADE TREEMIN. CALIPER: 2.5"MIN. HEIGHT:8'PROPERTY BOUNDARY (TYP.)EX. BUILDING TO REMAINPROPOSED BUILDING ADDITION. SEEARCHITECTURAL PLAN (BY OTHERS)PROPOSED HEAVY DUTY PAVEMENT(SEE DETAIL FOR TYPICAL SECTION)PROPOSED CONCRETEPAVEMENT (SEE DETAIL FORTYPICAL SECTION)STORM WATER BMPPROPOSED RETAINING WALL (BYOTHERS). RETAINING WALL SHALLEXTEND ABOVE FINAL SURFACE 6"TO PROVIDE A CURB FOR RAMP.(SEE RAMP DETAIL THIS SHEET)BMP ACCESS ANDMAINTENANCEEASEMENT (TYP.)PROPOSED CONCRETEBOLLARD (TYP.)PROPOSED FIREHYDRANT (TYP.)EXISTING MANUFACTURING BUILDINGFFE: 984.68PROPOSED 55,218 SF MANUFACTURINGBUILDING EXPANSIONFFE: 984.68PAVEMENTMARKING (TYP.)WHEELSTOP (TYP.)45.8'36'91.5'R5'R5'R5'R5'R5'R5'R5'60'90'60'CITY APPROVED SHADE TREEMIN. CALIPER: 2.5"MIN. HEIGHT:8'PAVEMENTMARKING (TYP.)PROPOSED CONCRETE PAVEMENT(SEE DETAIL FOR TYPICAL SECTION)90'53'40'EXISTING DRIVE ISLE AND FIREAPPARATUS ACCESS (TYP.)CITY APPROVED SHADE TREEMIN. CALIPER: 2.5"MIN. HEIGHT:8'NOW OR FORMALLYLLH MRS MASTER RE LLCD.B. 2295 P.G. 906PIN: 80015564ZONING: MINOW OR FORMALLYSTEVENSON SUE WD.B. 07E P.G. 817PIN: 77459055ZONING: RANOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4715998723ZONING: LINOW OR FORMALLYPROVIDENCIA USA INCD.B. 2054 P.G. 2160PIN: 4725087879ZONING: LIDEER RIDGE DRIVE - SR 1786(60' R/W)32'20212223242526272829303132333435363738CITY APPROVED SHADE TREEMIN. CALIPER: 2.5"MIN. HEIGHT:8'9'9'33.6'39.5'50.1'40.7'40'EX. EOPEX. EOCEX. EOPEX. EOPHHHHHHEX. HANDICAP ACCESSIBLEPARKING TO REMAIN (TYP.)EX. EOCEX. EOC≈451'≈219'≈451'≈451'≈202'≈25'≈20'≈45'EX. RAILROADSPUREX. EOP
EXISTING MANUFACTURING BUILDING (TO REMAIN)FFE: 984.68PROPOSED LIGHT DUTY PAVEMENT(SEE DETAIL FOR TYPICAL SECTION)PROPOSED LIGHT DUTY PAVEMENT(SEE DETAIL FOR TYPICAL SECTION)PARKING SPACE NUMBER.CONTRACTOR SHALL NOTNUMBER SPACESDOWEL JOINT CONNECTIONTO EXISTING CONCRETESLAB (SEE DETAIL)DOWEL JOINT CONNECTIONTO EXISTING CONCRETESLAB (SEE DETAIL)PROPOSED HAND RAIL(SEE DETAIL)RAMP DETAILNTS6"PROPOSED RAILINGPROPOSED RAMP SURFACEPROPOSED RETAINING WALL. RAMP ANDRETAINING WALLS SHALL BE DESIGNEDBY STRUCTURAL ENGINEER.
FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_SITE PLAN.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_SITE PLAN.dwg, ESUDDRETH, 1/21/2019 9:54:22 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C3.12018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402FIRE LANE TURNING MOVEMENT PLANCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS050 50 100SCALE: 1" = 50'PROPERTY BOUNDARY (TYP.)EX. BUILDING TO REMAINPROPOSED BUILDING ADDITION. SEEARCHITECTURAL PLAN (BY OTHERS)STORM WATER BMPEXISTING BUILDINGFFE: 984.68PROPOSED 55,218 SFBUILDING EXPANSIONFFE: 984.6840'EXISTING DRIVE ISLE AND FIREAPPARATUS ACCESS (TYP.)EXISTING DRIVE ISLE AND FIREAPPARATUS ACCESS (TYP.)PUMPER FIRE TRUCK TEMPLATETURNING MOVEMENT32'NOW OR FORMALLYLLH MRS MASTER RE LLCD.B. 2295 P.G. 906PIN: 80015564ZONING: MINOW OR FORMALLYSTEVENSON SUE WD.B. 07E P.G. 817PIN: 77459055ZONING: RANOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4715998723ZONING: LINOW OR FORMALLYPROVIDENCIA USA INCD.B. 2054 P.G. 2160PIN: 4725087879ZONING: LIDEER RIDGE DRIVE - SR 1786(60' R/W)
SSxSSxEP FG: JOIN EX.EP FG: JOIN EX.FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_GRADING PLAN.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_GRADING PLAN.dwg, ESUDDRETH, 1/21/2019 9:54:35 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C4.02018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402GRADING PLAN27.1'71'21.5'PROPOSED RETAININGWALL (BY OTHERS)50'INSERT A - 1"=20'INSERT B - 1"=20'INSERT A - SEE THIS SHEETINSERT B - SEE THIS SHEET050 50 100SCALE: 1" = 50'BMP ACCESS ANDMAINTENANCEEASEMENT (TYP.)PROPOSED BMP. SEESHEET C7.0 FOR DETAIL.EMERGENCYSPILLWAY (TYP.)PROPOSED RIP-RAPAPRON 15'L X 18'W X 1.13'HPROPOSED RIP-RAP10' (L) 8' (W) X 0.56' (T)EXISTING MANUFACTURING BUILDINGFFE: 984.68PROPOSED 55,218 SF MANUFACTURINGBUILDING EXPANSIONFFE: 984.68DEER RIDGE DRIVE - SR 1786(60' R/W)EXISTING MANUFACTURING BUILDINGFFE: 984.68NOW OR FORMALLYLLH MRS MASTER RE LLCD.B. 2295 P.G. 906PIN: 80015564ZONING: MINOW OR FORMALLYSTEVENSON SUE WD.B. 07E P.G. 817PIN: 77459055ZONING: RANOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4715998723ZONING: LINOW OR FORMALLYPROVIDENCIA USA INCD.B. 2054 P.G. 2160PIN: 4725087879ZONING: LIBUILDING STEMWALL (TYP.) SEESTRUCTURAL PLANSNOTE:1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGETO EXISTING AND PROPOSED INLETS.2. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGEWAY FROM THE BUILDING.3. CONTRACTOR SHALL ENSURE NOT LOW POINTS INPAVEMENT/CONCRETE.COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS
SSxSSxFILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_EC PLAN.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_EC PLAN.dwg, ESUDDRETH, 1/21/2019 9:54:43 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C5.02018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402EROSION CONTROL - PHASE 1050 50 100SCALE: 1" = 50'SILT FENCE OUTLETDEVICE (TYP.)TEMPORARY SILTFENCE (TYP.)PHASE 1 LIMITS OF DISTURBANCE4.50 ACRES (TYP.)DRAINAGE AREADELINEATION (TYP.)RIP-RAP EMERGENCYSPILLWAY (TYP.)PROPERTY BOUNDARY (TYP.)PHASE 1 SEDIMENT BASIND.A. = 6.50 ACRESCOMPOST WATTLE (TYP.)TEMPORARY DIVERSIONDITCH #1 (TYP.)PROPOSED RIP-RAPAPRON 15'L X 18'W X 1.13'HPROPOSED RIP-RAP10' (L) 8' (W) X 0.56' (T)SKIMMER DEVICE (TYP.)BAFFLES (TYP.)CONSTRUCTION ENTRANCEINLET PROTECTION(TYP.)EX. BUILDING TO REMAINNOW OR FORMALLYLLH MRS MASTER RE LLCD.B. 2295 P.G. 906PIN: 80015564ZONING: MINOW OR FORMALLYSTEVENSON SUE WD.B. 07E P.G. 817PIN: 77459055ZONING: RANOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4715998723ZONING: LINOW OR FORMALLYPROVIDENCIA USA INCD.B. 2054 P.G. 2160PIN: 4725087879ZONING: LIDEER RIDGE DRIVE - SR 1786(60' R/W)PHASE 1 LIMITS OF DISTURBANCE0.25 ACRES (TYP.)PHASE 1 LIMITS OF DISTURBANCE0.25 ACRES (TYP.)COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS
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FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_EC PLAN.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_EC PLAN.dwg, ESUDDRETH, 1/21/2019 9:54:47 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C5.12018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402EROSION CONTROL - PHASE 2COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS050 50 100SCALE: 1" = 50'SILT FENCE OUTLETDEVICE (TYP.)TEMPORARY SILTFENCE (TYP.)DRAINAGE AREADELINEATION (TYP.)RIP-RAP EMERGENCYSPILLWAY (TYP.)PROPERTY BOUNDARY (TYP.)PHASE 2 SEDIMENT BASIND.A. = 3.37 ACRESCOMPOST WATTLE (TYP.)PROPOSED RETAININGWALL (TYP.)PROPOSED RIP-RAPAPRON 15'L X 18'W X 1.13'HPROPOSED RIP-RAP10' (L) 8' (W) X 0.56' (T)SKIMMER DEVICE (TYP.)BAFFLES (TYP.)INLET PROTECTION(TYP.)EX. BUILDING TO REMAINPHASE 2 LIMITS OF DISTURBANCE4.50 ACRES (TYP.)NOW OR FORMALLYLLH MRS MASTER RE LLCD.B. 2295 P.G. 906PIN: 80015564ZONING: MINOW OR FORMALLYSTEVENSON SUE WD.B. 07E P.G. 817PIN: 77459055ZONING: RANOW OR FORMALLYWEST PROPERTIES OFSTATESVILLE LLC ETALD.B. 1234 P.G. 646PIN: 4715998723ZONING: LINOW OR FORMALLYPROVIDENCIA USA INCD.B. 2054 P.G. 2160PIN: 4725087879ZONING: LIDEER RIDGE DRIVE - SR 1786(60' R/W)PHASE 2 LIMITS OF DISTURBANCE0.25 ACRES (TYP.)PHASE 2 LIMITS OF DISTURBANCE0.25 ACRES (TYP.)
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FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_UTL PLAN.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_UTL PLAN.dwg, ESUDDRETH, 1/21/2019 9:54:57 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C6.02018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402WATER LINE RELOCATION PLANCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS040 40 80SCALE: 1" = 40'GROUND ELEV: 978.86'BOTTOM OF STORM:973.50'TOP OF WATER: 971.50'BMP WETPONDPROPOSED BUILDING EXPANSIONAPPROXIMATE LOCATION OFEXISTING 10" WATERMAIN(FROM 2007 DESIGN FILE)CONTRACTOR SHALL LOCATEEXISTING WATERMAIN PRIORTO CONSTRUCTION ANDNOTIFY ENGINEER/OWNER OFANY DISCREPANCIESCONTRACTOR SHALL COORDINATE WITH FIREMARSHALL PRIOR TO CONNECTING TO EXISTING FIRELINE TO ENSURE THE FIRE SUPPRESSION SYSTEMINTEGRITY TO THE BUILDING WILL NOT BECOMPROMISED WITH THE CONNECTION OF THE NEWFIRE LINE AND ABANDONMENT OF THE OLD FIRE LINE.(SEE DETAIL THIS SHEET)CONTRACTOR SHALL COORDINATE WITHFIRE MARSHALL PRIOR TO ABANDONINGEXISTING FIRE LINE TO ENSURE THEFIRE SUPPRESSION SYSTEM INTEGRITYTO THE BUILDING WILL NOT BECOMPROMISED WITH THE CONNECTIONOF THE NEW FIRE LINE ANDABANDONMENT OF THE OLD FIRE LINE.CONTRACTOR SHALL COORDINATE WITHFIRE MARSHALL PRIOR TO CONNECTINGTO EXISTING FIRE LINE TO ENSURE THEFIRE SUPPRESSION SYSTEM INTEGRITYTO THE BUILDING WILL NOT BECOMPROMISED WITH THE CONNECTIONOF THE NEW FIRE LINE ANDABANDONMENT OF THE OLD FIRE LINE.(SEE DETAIL THIS SHEET)PROPOSED 8"WATERMAIN (TYP.)PROPOSED CONCRETEBOLLARD (TYP)PROPOSED FIRE HYDRANTASSEMBLY (TYP)PROPOSED CONCRETEBOLLARD (TYP)PROPOSED FIRE HYDRANTASSEMBLY (TYP)APPROX. LOCATION OF EXISTING TWO (2) 6"SPRINKLER RISER (FROM 2007 DESIGN FILE) TO BERELOCATED. CONTRACTOR SHALL COORDINATE WITHOWNER/ MECHANICAL ENGINEER FOR RELOCATION.APPROX. LOCATION OF EXISTING WATERLINES TO REMAIN. CONTRACTOR SHALLENSURE INTEGRITY OF EXISTING WATERLINES DURING CONSTRUCTION.PROPOSED 45° BEND (TYP)PROPOSED 45° BEND (TYP)CONSTRUCTION SEQUENCE:1. CONTRACTOR SHALL MAINTAIN CONSTANT COORDINATE WITH FIRE MARSHALL TO ENSURE THEFIRE SUPPRESSION SYSTEM INTEGRITY AND FIRE SERVICE TO THE BUILDING WILL NOT BECOMPROMISED DURING THE CONNECTION OF THE NEW FIRE LINE AND ABANDONMENT OF THE OLDFIRE LINE.2. CONTRACTOR SHALL OBTAIN ALL APPROVALS FOR NEW WATERLINE INSTALLATION.3. CONTRACTOR SHALL INSTALL ALL NEW WATERLINE EXCEPT WITHIN 10' OF CONNECTION POINTS.4. CONTRACTOR SHALL COMPLETE ALL STATE REQUIRED WATERLINE TEST.5. CONTRACTOR SHALL MAKE CONNECTION TO EXISTING WATERLINES.EXISTING 10"WATERMAINEXISTING BENDPROP. 10"X10" TEE10" GATE VALVE W/POST INDICATORPROP. WATERMAINWATERMAIN CONNECTION DETAILNTSNOTE TO CONTRACTOR:- LOCATION OF ALL EXISTING WATERLINES ARE APPROXIMATE AND HAVE NOTBEEN FIELD VERIFIED. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTIONAND NOTIFY MECHANICAL ENGINEER OF ANY DISCREPANCIES.EX. FIRE HYDRANT TO BERELOCATEDPROPOSED 10"WATERMAIN (TYP.)APPROXIMATE LOCATION OFEXISTING 10" WATERMAIN(FROM 2007 DESIGN FILE)CONTRACTOR SHALL LOCATEEXISTING WATERMAIN PRIORTO CONSTRUCTION ANDNOTIFY ENGINEER/OWNER OFANY DISCREPANCIESEX. FIRE HYDRANTTO REMAINCONTRACTOR SHALL CUT AND CAPWATERLINE AT THIS LOCATION.CONTRACTOR SHALL INSTALL THRUSTBLOCK AT THE END OF CAP.PROPOSED 45° BEND (TYP)PROPOSED 10"WATERMAIN (TYP.)≈5'
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FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwg, ESUDDRETH, 1/21/2019 9:55:07 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C7.02018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402DETAILSPERMANENT POOL 973.50'FOREBAY BOTTOM969.00'6:1 SLOPE3:1 SLOPE2:1 SLOPE2:1 SLOPE2:1 SLOPE1'-0"6'-0" 3:1 SLOPE TYP.6:1 SLOPECSE6' LITTORAL SHELF4'BOTANICAL NAME COMMON NAME SIZEQTYSAGITTARIA LATIFOLIA DUCK POTATO 2"x5" PLUG100ACORNUS CALAMUS SWEETFLAG 2"x5" PLUG100HIBISCUS COCCINEUS SCARLET ROSE MALLOW 2"x5" PLUG73LOBELIA CARDINALIS CARDINAL FLOWER70CHELONE GLABRAWHITE TURTLEHEAD712"x5" PLUG2"x5" PLUGTOTAL AREA: 1,644 SFTOTAL PLANTS REQUIRED: 411 PLANTS (1,644 SF x 0.25)TOTAL PLANTS PROVIDED: 414 PLANTSBMP PLANTING NOTES1. SIZE, QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED SHALLCONFORM TO THE LATEST EDITION OF ANSI Z60 "AMERICAN STANDARD FORNURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPEASSOCIATION.2. ALL PLANT MATERIALS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR(1) YEAR AFTER FINAL ACCEPTANCE OF ALL PLANT MATERIAL BY OWNER.3. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION SHALLCONFORM WITH CITY OF STATESVILLE, IREDELL COUNTY, AND NCDEQ STANDARDS.4. IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD BEPLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT WILL BE A WHILEBEFORE THEY CAN BE USED, AND THEY SHOULD BE PROVIDED WITH CONDITIONSMAKING IT POSSIBLE FOR THEM TO SURVIVE AND GROW AS OPTIMALLY ASPOSSIBLE.5. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL TIMESDAILY WHEN WEATHER IS HOT).6. PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE BOTTOM OFPOND WITH 12" BENT WIRE PINS.7. CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OFTRANSPLANTING.8. NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD NOTBE EXPOSED TO DIRECT SUN ANY MORE THAN NECESSARY UNTIL THEY AREPLACED IN THEIR PERMANENT POSITIONS.9. INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE TIME OFTRANSPLANTING.10. FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"x2"OPENINGS. PLASTIC SHALL BE UV STABLE. COLOR SHALL BE BLACK. INSTALL WITHSTEEL POSTS SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER OF THE FABRIC TOTHE GROUND WITH 10-12" PINS. FENCING TO REMAIN IN PLACE FOR A PERIOD OFONE YEAR POST INSTALLATION OF PLANT MATERIAL.11. STAKE PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON PLAN.12. PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN THEIR GROUPSZONES. INDIVIDUAL SPECIES MAY BE PLANTED TOGETHER IN GROUPS OF 3 TO 5.PLANTS MAY ALSO BE PLANTED INDIVIDUALLY.13. PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.PLANTS SHALL NOT BE COMPLETELY SUBMERGED WHEN PLANTED.GENERAL BMP CONSTRUCTION SEQUENCE NOTES1. AFTER SITE HAS BEEN STABILIZED AND SEDIMENT BASIN IS READY TO BE CONVERTED TO WETPOND, DE-WATER BASIN, REMOVE ANY ACCUMULATED SEDIMENT AND LEGALLY DISPOSE OFMATERIAL. MATERIAL MAY BE DISPOSED OF ON-SITE IN AREAS NOT REQUIRING STRUCTURALFILL.2. EXCAVATE FOREBAY AND MAIN BAY OF BASIN. FINAL GRADE BASIN AND CONSTRUCT LITTORALSHELF. VERIFY GRADES CONFORM TO THE ELEVATIONS AT THE BOTTOM AND TOP OF THELITTORAL SHELF, THE PERMANENT POOL ELEVATION, AND TOP OF EMBANKMENT AND VERIFYALL GRADED ELEVATIONS ARE AS SHOWN ON THESE PLANS.3. PROVIDE TEMPORARY SEEDING AS NEEDED TO STABILIZE SLOPES.4. SUBMIT PRELIMINARY TOPOGRAPHIC SURVEY OF BASIN TO ENGINEER OF RECORD PRIOR TOINSTALLATION OF PLANTS ALONG LITTORAL SHELF OR INSTALLATION OF PERMANENTSTABILIZATION MEASURES/SEEDING. CONTRACTOR SHALL NOT PERFORM ANY WORK BEYONDTHIS PHASE UNTIL APPROVAL OF PRELIMINARY TOPOGRAPHIC SURVEY IS GRANTED BYENGINEER OF RECORD.5. REMOVE ANY TEMPORARY BLOCKAGES OR MODIFICATIONS TO CONTROL STRUCTURESREQUIRED FOR EROSION CONTROL AND VERIFY STRUCTURES CONFORM TO DETAILS.6. SPREAD TOP SOIL AMENDED WITH ORGANIC FERTILIZER TO A DEPTH OF 2" OVER ENTIRELITTORAL SHELF AND TILL INTO THE TOP 6" OF THE LITTORAL SHELF. CONTRACTOR SHALLBREAK UP AND TILL ALL CLODS GREATER THAN 3" IN LARGEST DIMENSION AND INTEGRATEWITH SOIL. ANY ROCKS, GRAVEL, AND DEBRIS LARGER THAN 1" IN LARGEST DIMENSION SHALLBE REMOVED FROM LITTORAL SHELF AND DISPOSED OF PRIOR TO INSTALLING PLANTINGS PERTHE LANDSCAPE SCHEDULE. RECOMPACT SHELF USING HAND TOOLS AND VERIFY A UNIFORMSURFACE WITH SLOPE OF 10:1 IS PROVIDED.7. INSTALL PLANT MATERIAL PER BMP PLANTING PLANS. DO NOT INSTALL PLANTINGS WHEREINFLOWS FROM STORM PIPES WILL DISLODGE OR DAMAGE PLANTS. ANCHOR PLANTINGS TOSHELF USING SOD STAPLES OR COMPARABLE METHOD OR DEVICE.8. APPLY FERTILIZER PER SPECIFICATIONS.9. PROVIDE TEMPORARY IRRIGATION FOR WET POND PLANTINGS FOR A PERIOD OF NO LESS THAN30 DAYS OR UNTIL ESTABLISHMENT. IF INSTALLATION OCCURS DURING SUMMER MONTHSADDITIONAL IRRIGATION BEYOND 30 DAYS WILL BE NECESSARY TO ESTABLISH PLANTINGS.10. INSTALL MEASURES NECESSARY TO PREVENT DESTRUCTION OF VEGETATION BY WILDLIFESUCH AS GEESE AND DEER. MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO: ORANGECONSTRUCTION FENCING, ALLIGATOR DECOYS, INSTALLATION OF HUMANE DETERRENTDEVICES SUCH AS GOOSE GUARDIAN OR AWAY WITH GEESE UNIT.11. PROVIDE AS-BUILTS OF BASIN. AS-BUILTS SHALL BE DONE PRIOR TO THE RELEASE OF THE BMPPOND.12. MAINTENANCE EASEMENT SHALL BE RECORDED PRIOR TO THE RELEASE OF THE BMP POND.1'PERMANENT POOLTEMPORARY POOLOUTLETBARREL10.0'(MIN.)10'3.50'50 DUCKPOTATO50 SWEETFLAG28 SCARLETROSE MALLOW26 WHITETURTLEHEADMAIN PONDFOREBAY1" = 974.01'2 YEAR = 975.56'10 YEAR = 975.96'50 DUCKPOTATO50 SWEETFLAG21 SCARLETROSE MALLOW24 SCARLETROSE MALLOW25 WHITETURTLEHEAD20 WHITETURTLEHEADCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETSPOND BOTTOM967.00'
FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwg, ESUDDRETH, 1/21/2019 9:55:12 AM616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C7.12018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402DETAILSCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS
616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C7.22018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402DETAILSFILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwg, ESUDDRETH, 1/21/2019 9:55:17 AMNOTES:1. REFER TO NCESCPDM SECTION #6.64 FORADDITIONAL DESIGN SPECIFICATIONSREGARDING SKIMMER SEDIMENT BASINS.2. REFER TO BAFFLE DETAIL FOR SPACING ANDINSTALLATION OF BAFFLES.3. ALL SKIMMER BASIN DEWATERING TIMES ARE 3DAYS.4. STABILIZE, SEED, AND MULCH BASINSLOPES IMMEDIATELY AFTER CONSTRUCTION5. SKIMMERS HAVE BEEN SIZED USING JW FAIRCLOTH SKIMMERSDRAINAGEAREA (ACRES)MIN.LENGTH TOWIDTH RATIOMAX.LENGTH TOWIDTH RATIOMIN.VOLUMEREQUIREDSURFACEAREAREQUIRED< 10 AC.2:16:11800(CU. FT.PER AC.DISTURBED)325(SQ. FT. PERCFS Q10)SKIMMER SEDIMENT BASIN DESIGNCRITERIAZ=5' MAX.ANTI-SEEPCOLLARW=5' MIN.10'MIN.Q10INFLOWSTRUCTUREPLAN VIEWCROSS-SECTION VIEWEMBANKMENTBAFFLESAVERAGEWIDTH W=AREA*L* AREA OF BASIN WATER SURFACE ATTOP OF PRINCIPAL SPILLWAYEMERGENCYSPILLWAY1' FREEBOARDEMBANKMENTT=1.5' MIN.BAFFLESSEDIMENTSTORAGE ZONEFILTER FABRICDEWATERINGZONEINFLOWSTRUCTUREEMERGENCYSPILLWAYH=2' MINLDEWATERING PIPE1.0' FLOWRIPRAP SPILLWAY WITHGEOTEXTILE LINER3131SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.WATER ENTRY UNIT"C" ENCLOSUREARM ASSEMBLYPVC END CAPPVC ELBOWPVC END CAPPVC PIPE1/2" HOLES INUNDERSIDEPVC TEEPERSPECTIVE VIEWWATER SURFACEPVC VENTPIPESCHEDULE 40PVC PIPEORIFICEPLATEPVC TEESCHEDULE 40PVC PIPEOFLEXIBLEHOSEEND VIEWFRONT VIEWxxxxxxxx2'-0" 3'-0"1.DRIVE 5' STEEL POST AT LEAST 24"INTO SOLID GROUND.2. USE STAPLES 1' APARTHORIZONTALLY AND VERTICALLYTO ATTACH THE FILTER FABRIC TOTHE WIRE FENCE.3.MINIMUM BAFFLE SPACING IS 10'.4. THE FLOOR OF THE BASIN IN THEOUTLET ZONE AND BERMSSHOULD BE SEEDEDIMMEDIATELY AFTER THE BASIN ISCONSTRUCTED.5.REFER TO NCESCPDM SECTION#6.65 FOR ADDITIONALSPECIFICATIONS.6.BAFFLES TO BE CONSTRUCTEDWITH COIR FABRIC OR OTHERAPPROVED POROUS FABRIC.MAINTENANCE NOTE:INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANYREQUIRED REPAIRS IMMEDIATELY.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLECOLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATESTORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTHSHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVEALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TOGRADE, AND STABILIZE IT.NOTES:1. USE MINIMUM 12" DIA. COMPOST WATTLE. 20" WATTLES ARE ALSO SPECIFIED2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPEAT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.3. STAPLE ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE.2' UPSLOPE &DOWNSLOPE STAKES, TYP.SECURE WATTLE WITH UPSLOPE ANDDOWNSLOPE STAKES AND STAPLES.MIN. 10 LF EXCELSIOR MATTING2' MIN. ON UPSLOPEAND 8' MIN. ON DOWNSLOPE STAKE STAPLETEMPORARY CHANNEL LINERS AND EROSION CONTROL MATTING SPECIFICATION1. SEE DIVERSION DITCH CHART FOR LINER TYPE AND WATTLE SPACING.2. MIN. SHEAR STRENGTH: STRAW WITH NET (OR APPROVED EQUAL) - 1.45 LBS/FT²CURLEX I (OR APPROVED EQUAL) - 1.75 LBS/FT²CURLEX II (OR APPROVED EQUAL) - 2.25 LBS/FT²PSRM (PERMANENT SOIL REINFORCED MAT) - 3.0 LBS/FT²* ALL RATINGS ABOVE ARE MINIMUM SHEAR STRENGTH REQUIREMENTS FOR THE MATTING BASED ON UNVEGETATEDCONDITIONS.** RIPRAP IN CHANNELS AS REQUIRED PER THE ERODES SPREADSHEET MAY BE REPLACED WITH A COIR MATTING ORSYNTHETIC MATTING AS LONG AS THE MATTING MEETS THE MINIMUM SHEAR STRESS AND VELOCITY REQUIREMENTS OF EACHINDIVIDUAL DITCH. SHEAR STRESS REQUIREMENTS AND VELOCITY REQUIREMENTS FOR EACH DITCH ARE OUTLINED IN THEDITCH SCHEDULES.CONSTRUCTION SPECIFICATION1. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE.2. WHEN SEEDING PRIOR TO INSTALLATION, FOLLOW THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS,AND SEEDING AS NOTED IN "SURFACE STABLIZATION 6.1" (GENERAL NOTES) AND AS PER NCDEQ STANDARDS.3. SPREAD SEED BEFORE EROSION CONTROL MATTING IS INSTALLED.4. MATTING SHALL BE INSTALLED FROM TOP OF BANK TO TOP OF BANK ALONG DITCHES WITHIN DENUDED LIMITS.MATTING SHALL BE INSTALLED IN ALL DITCHES INDICATED ON PLANS AFTER SOIL IS DISTURBED BYCONSTRUCTION ACTIVITY.MAINTENANCE1. ALL EROSION CONTROL MATTING SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACHRAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH.NOTE:CONTRACTOR SHALL USE JW FAIRCLOTH SKIMMERCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS
616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C7.32018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402DETAILS1" REBAR FOR BAGREMOVAL FROM INLETFILTER BAGDUMP LOOPSGRATEGRATEHOODCATCH BASINOUTLETNOTES1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.5. FILTER BAGS SHALL BE CLEANED OR REPLACED EVERY 7 DAYS AND AFTER TO INSTALLATION.THE DIRECTION OF THE ENGINEER.EVERY 0.5 RAINFALL (BAG SHALL NOT BE MORE THAN HALF FULL AT ANY TIME).SECTIONINSTALLATION6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOTROADS.N.T.S.FILL SLOPESILT FENCE MAY BE REQUIRED BEHIND BERM.DITCH SHOULD HAVE MINIMUM LONGITUDINAL SLOPE OF 1.0%.2.1. NOTE:NATURAL GROUNDFINISH GRADEDEPTH OF TEMPORARY DITCH,COMPACTEDBERMNATURAL GROUND(BORROW AREA)3:1 SIDE SLOPEINSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVEMAINTENANCE NOTE:SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS ANDMAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVETHE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.STABILIZE, SEED, MULCH, AND MATTED IMMEDIATELY AFTER CONSTRUCTION.3.2'-0" WOVEN FILTER FABRICFABRICFILL SLOPE24" FILTERFILTER FABRICSTEEL POST30" MIN.WIRE FENCING#5 WASHED STONEWIRE FENCINGSTEEL POSTFLOWMAINTENANCE NOTES:1. FILTER BARRIERS SHALL BE INSPECTED BYTHE FINANCIALLY RESPONSIBLE PARTY ORHIS AGENT IMMEDIATELY AFTER EACHRAINFALL AND AT LEAST DAILY DURINGPROLONGED RAINFALL. ANY REPAIRS NEEDEDSHALL BE MADE IMMEDIATELY.2. SHOULD THE FABRIC DECOMPOSE ORBECOME INEFFECTIVE PRIOR TO THE END OFTHE EXPECTED USABLE LIFE AND THEBARRIER STILL IS NECESSARY, THE FABRICSHALL BE REPLACED PROMPTLY.3. SEDIMENT DEPOSITS SHOULD BE REMOVEDWHEN DEPOSITS REACH HALF THE HEIGHTOF THE BARRIER. ANY SEDIMENT DEPOSITSREMAINING IN PLACE AFTER THE SILT FENCEIS REMOVED SHALL BE DRESSED TOCONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED.GENERAL NOTES:1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6LINE WIRES WITH 12" STAY SPACING.2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OFMORE THAN 30 DAYS.3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEELTYPE.4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH12" STAY SPACING.5. TURN SILT FENCE UP SLOPE AT ENDS.6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OFSLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING ISADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFERGUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OFENVIRONMENTALLY SENSITIVE AREAS.9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINAEROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHERAREAS OF CONCENTRATED FLOW.HIGH HAZARD TEMPORARY SILT FENCEGUIDELINES FOR TEMPORARY SILT FENCE DETAILN.T.S.SILT FENCE OUTLETLINE OF POST BEYONDSUPPORT WIRE6' MAX.PLANSECTION A - AELEVATION1.25' 8' MAX.AT LOW POINTSPLACE POSTSLOPEHARDWARE CLOTHSFSFSFSFSFSFPLAN VIEW LOCATIONSILT FENCE OUTLETSILT FENCEDENUDED LIMITS20'' COMPOST WATTLESTEEL SILT FENCE POST (TYP.)STEEL SILT FENCE POSTSILT FENCE POSTSTEEL SILT FENCE POST1.25' 6'20'' COMPOST WATTLE20'' COMPOST WATTLE1.25' HARDWARE CLOTH2'2'AA2'-0"3'-0"2'-2"4"BACKFILL TRENCHFILTER FABRICSTEEL POSTGROUND LINESTEEL POSTMIN.BURIED FILTER FABRIC6' MAX. STANDARD STRENGTH FABRIC WITHOUT WIRE FENCESTAY WIRES MIN. #14 GUAGETOP STRAND MIN. #10 GUAGELINE WIRES MIN.BOTTOM STRAND MIN. #10 GUAGE#112-1/2 GUAGE8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE8"MIN.AND COMPACTTHOROUGHLYMAINTENANCE NOTES:TEMPORARY INLET PROTECTIONSILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH DETAIL 10/C10.0DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THEEROSION AND WATER POLLUTION ARE MINIMIZED.CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THATCONTRACTOR OR HIS AGENT AND REPAIRS MADE AS NECESSARY.THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THEREMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCHWHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONSCATCH BASINSTORAGE AREAAPLAN VIEWFLOW12" MIN.ASECTION A-A16" MIN.6.HARDWARE CLOTH#5 WASHED STONESILT FENCEA MANNER THAT IT WILL NOT ERODE.5.4.3.GENERAL NOTES:2.1.FILTER FABRIC SKIRTIN 6" OF #5 STONE#5 WASHED STONEFLOWSECTION B-BHLAYER OF FILTER FABRIC MINIMUM H=2/3RIP RAPW1LaBB(10' MIN.)PLANNATURAL GRADEMIMIPIPE DIAMETERNOTE: W2T(THICKNESS)d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"dmax = 1.5 x d50T = 1.5 X dmax.*0 % SLOPEELEVATION1' MIN.1' MIN.FILTER FABRIC LAP(IF NEEDED)1'-6"END OF FLARED SECTIONEND OF APRONCSERIP RAP SUMMARY CHARTOUTLETLaW1 W2 T* HFES-BMP 15 187.5 1.132FES-1 107.5 7.50.56 2NOTES:1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER.2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS.3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THEDISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETEROR CULVERT HEIGHT.4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THEAREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THESAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOEWALL AT THE DOWNSTREAM END.5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP.10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED.USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR CHARLOTTE MECKLENBURG STORMWATER DESIGN MANUAL FOR DESIGN DATA.RIPRAP APRONFINISH GRADEN.T.S.FILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwg, ESUDDRETH, 1/21/2019 9:55:23 AMN.T.S.SILT SACKSTEMPORARY DIVERSION DITCHN.T.S.N.T.S.N.T.S.CONCRETE BOLLARDN.T.S.COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS
616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C7.42018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402DETAILSCONSTRUCTION ENTRANCE15'100' MIN.SECTION VIEW6" MIN.6" DIVERSION TO DIRECT RUNOFF FROM R/WPLAN VIEW100' MIN.CONSTRUCTIONSPECIFICATIONS:MAINTENANCE:1. CONTRACTOR SHALL REFERENCE NCDOT DRIVEWAY PERMITS FOR ADDITIONAL TEMPORARYCONSTRUCTION ENTRANCE INSTALLATION REQUIREMENTS1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT OUT.3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.5. CONTRACTOR SHALL INSTALL TEMPORARY CULVERTS WHERE REQUIRED PER NCDOT DRIVEWAYPERMITS IN ORDER TO MAINTAIN POSITIVE DRAINAGE.1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP-DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT IF NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.15' MIN.SEE NOTE 5 BELOWPUBLIC ROADFILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwg, ESUDDRETH, 1/21/2019 9:55:27 AMN.T.S.N.T.S.GENERAL NOTES:ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.2.1.4.PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.END VIEW5.THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREEWITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED 3.SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.PLAN6.REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTSON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.TETCBL = LENGTHTABLE OF DIMENSIONSDTABCELWT.12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1"73015" 2-1/4" 6" 2'-3" 3'-10" 2'-0" 6'-1"73018" 2-1/2" 9" 2'-3" 3'-10" 3'-0" 6'-1"119024" 3" 10" 3'-8" 2'-6" 4'-0" 6'-2"177030"3-1/2"1'-0" 4'-6" 1'-8" 5'-0" 6'-2"238036" 4" 5'-3" 2'-11" 6'-0" 8'-2"532042" 4-1/2" 5'-3" 2'-11" 6'-6" 8'-2"592048" 5" 6'-0" 2'-2" 7'-0" 8'-2"747054" 5-1/2" 5'-6" 2'-10" 7'-6" 8'-4"881060" 6" 5'-0" 3'-3" 8'-0" 8'-3"1118066" 6-1/2" 6'-0" 2'-3" 8'-6" 8'-3"1253072" 7" 6'-6" 1'-9" 9'-0" 8'-3"139801'-3"1'-9"2'-0"2'-3"2'-6"3'-0"3'-0"TDTTDTD+1"ATTECLD18"SECTIONNOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.7.CLOF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PERAASHTO M170, TABLE 2, WALL B.4"3:1 SLOPEALTERNATE WALLCONFIGURATIONSEE STD. 20.23 AND 20.241'-6"FLARED END SECTIONN.T.S.TREE PLANTINGN.T.S.10" COMPACTED AGGREGATE BASE COURSEOR 5" BITUMINOUS CONCRETE BASE COURSE, TYPE B25.OB.2.5" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.5B2.25" BITUMINOUS CONCRETE INTERMEDIATE COURSE, TYPE I19.OBTYPICAL MINIMUM HEAVY DUTY ASPHALT PAVEMENT SECTIONCOMPACTED SUBGRADETO BE PLACED IN TWO 1.25" LIFTS EACHINTERMEDIATE COURSEBASE COURSESUBGRADESURFACE COURSE(SEE SECTION 1.E.4)TACK COATTYPICAL DOWELED CONTRUCTION JOINTN.T.S.2' MIN. LENGTH (TYP. EA. PARKING CHOCK)6"4"PARKING STRIPEDRIVE REBAR FLUSH WITH TOP OF CHOCK.STANDARD PRECAST CONCRETE PARKING CHOCK(PER SPACE) SET 18" FROM EDGE OF PAVEMENT.FORMED HOLE FOR #4 REINFORCING BAR WITH6'-0''1'-0''1'-0''18"EDGE OF PAVEMENTPARKING WHEEL STOP DETAILN.T.S.NOTES:1. CONTRACTOR SHALL CONTRACT WITH GEOTECHNICAL/STRUCTURAL ENGINEER PRIORTO CONSTRUCTION TO ENSURE DOWEL CONNECTION SHOWN ABOVE IS SUFFICIENT FORTHE SPECIFIC SITE CONDITIONS AND LOADS THE SLAB WILL ENCOUNTER.SURFACE COURSESUBGRADEBASE COURSETACK COAT1 1/2" S9.5B OR SF9.5A1" SF9.5ACOMPACTED SUBGRADE (SEE SECTION 1.A.18)INTERMEDIATE COURSE(SEE SECTION 1.E.4)8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.0B. SHOULDENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATIVEBASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE CITY ENGINEERFOR APPROVAL.FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:1) 75% DEVELOPMENT OCCUPANCY,2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT,3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.TYPICAL MINIMUM LIGHT DUTY ASPHALT PAVEMENT SECTIONCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETSTYPICAL PAVEMENT SECTIONN.T.S.WNOT TO SCALECONSTRUCTION JOINT DETAILSEALANT MATERIAL 1/4" - 3/8"BACKER RODDBELOW SURFACE1 1/4" MINIMUMCHAMFER1/4" BY 1/4"CONSTRUCTION JOINT BETWEEN SLABSNOTES:1. CONTRACTOR SHALL CONTRACT WITH GEOTECHNICAL/STRUCTURAL ENGINEER PRIORTO CONSTRUCTION TO ENSURE DOWEL CONNECTION SHOWN ABOVE IS SUFFICIENT FORTHE SPECIFIC SITE CONDITIONS AND LOADS THE SLAB WILL ENCOUNTER.ABCABCGENERAL NOTES:ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.4.3.2.1.1'-9"8'-0" MAX.2'-0"1'-9" 1'-6" MIN.4'-0"1'-6" MIN.1'1'SAFETY RAIL DETAILN.T.S.
616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBETSETSAUG. 2018C7.52018028200.CLPRELIMINARY DRAWING - NOT RELEASE FOR CONSTRUCTION PLOT DATE: 1/21/2019PRATT CORRUGATINGFORMV COMMERICAL CONSTRUCTION185 N. MAIN ST. SUITE 600 DAYTON, OH 45402DETAILSFILE PATH:M:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwgM:\Projects\MV Commerical Construction\2018028200CL - Pratt Corrugating\CADD\Plan Set\2018028200_C_SHT_DETAILS.dwg, ESUDDRETH, 1/21/2019 9:55:32 AMCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATENO.community infrastructure consultantsA01/21/19REVISIONS PER NCDEQ COMMENTSETS