20190765 Ver 1_Site Contruction Plans_11x17_20190607

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CHARLOTTE, MECKLENBURG, NORTH CAROLINA330 ARCHDALE DRIVESITE CONSTRUCTION PLANS forARCHDALE FLATS SENIORSITE LOCATION MAPNOT TO SCALESheet List TableSheet No. Sheet TitleC0-1 COVER SHEETC0-2 GENERAL NOTESC1-0 EXISTING CONDITIONS PLANC1-1 TREE PROTECTION PLANC1-3 DEMOLITION PLANC2-0 ESCP NOTESC2-1 ESCP PHASE 1C2-2 ESCP PHASE 2C2-3 ESCP DETAILSC2-4 ESCP DETAILSC2-5 ESCP DETAILSC3-0 SITE PLANC3-1 TRUCK TURN MOVEMENTSC3-2 TRUCK TURN MOVEMENTSC3-3 SIGHT DISTANCE MAPC3-4 SIGHT DISTANCE PROFILESC4-0 GRADING PLANC4-1 STORM PROFILESC5-0UTILITY PLANC5-1 UTILITY STRUCTURE TABLEC5-2 UTILITY DETAILSC6-0 SITE DETAILSC6-1 SITE DETAILSC6-2 SITE DETAILSC6-3 SITE DETAILSC6-4 SITE DETAILSC6-5 DRAINAGE DETAILSC6-7 DRAINAGE DETAILSC6-8 DRAINAGE DETAILSC7-0 LANDSCAPE PLANC7-1LANDSCAPE NOTES ANDDETAILS 77ELMINGTON CAPITAL GROUP118 16TH AVE. SOUTHSUITE #200NASHVILLE, TN 37203CONTACT: COCHRANE JAMISONPHONE [phone]KIMLEY-HORN AND ASSOCIATES, INC.200 SOUTH TRYON STREETSUITE 200CHARLOTTE, NORTH CAROLINA 28202(704) 333-5131 TELCONTACT: NATHAN TIDD, PLAKINSEY HOGUE, P.E. PROJECT OWNER AND CONSULTANT INFORMATIONA.G. ZOUTEWELLE SURVEYORS1418 EAST FIFTH ST.CHARLOTTE, NC 28204PHONE [phone]FAX [phone]CONTACT: ANDREW ZOUTEWELLE, PLSAXIOM ARCHITECTURE333 WEST TRADE STREETSUITE # 200CHARLOTTE, NC 28202PHONE [phone]FAX [phone]CONTACT: MATT MAJORS, AIAHORIZON DEVELOPMENT PROPERTIES400 EAST BOULEVARDCHARLOTTE, NC 28203CONTACT: CONNIE STAUDINGERPHONE [phone]ZONING DEPARTMENTCHARLOTTE DEPARTMENT OF TRANSPORTATION600 E. 4TH STREETCHARLOTTE, NORTH CAROLINA 28202DEPARTMENT OF TRANSPORTATIONEROSION CONTROLPLANNING DEPARTMENTFIRE MARSHALSANITARY SEWER COMPANYWATER COMPANYCHARLOTTE WATER600 E 4TH STREETCHARLOTTE, NC 28202(704) 336-7600POWER COMPANYPHONE COMPANYGAS COMPANYCHARLOTTE WATER600 E 4TH STREETCHARLOTTE, NC 28202(704) 336-7600MECKLENBURG COUNTY/CITY FIREJEFF WRIGHT2145 SUTTLE AVENUECHARLOTTE, NORTH CAROLINA 28208(704) 432-1752CITY OF CHARLOTTE ENGINEERING AND PROPERTY MANAGEMENTJAY WILSON600 E. 4TH STREETCHARLOTTE, NORTH CAROLINA 28202(704) 432-0958DUKE ENERGYCONTACT526 SOUTH CHURCH STREETCHARLOTTE, NC 28202(800) 653-5307PIEDMONT NATURAL GASCONTACT4339 SOUTH TRYON STREETCHARLOTTE, NC 28217(800) 752-7504AT&TCONTACTADDRESSCITY, ST ZIPCODE(800) 331-0500MECKLENBURG COUNTY ZONING DEPT.SHAD SPENCER700 N. TRYON STREETCHARLOTTE, NORTH CAROLINA 28202(704) 336-2205CHARLOTTE MECKLENBURG PLANNING COMMISSIONALICE JACKSON600 E. 4TH STREETCHARLOTTE, NORTH CAROLINA 28202(704) 336-2205
GENERAL EROSION CONTROL NOTESGENERAL UTILITY NOTESAS-BUILTS/RECORD DRAWINGS1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILTINFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THECOMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FORPROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TOJURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATEOF SOUTH CAROLINA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THECONTRACTOR.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIEDRECORD SURVEYS SEALED BY A STATE REGISTERED PROFESSIONAL LAND SURVEYORDEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS. THE RECORDDRAWINGS SHALL BE PREPARED TO THE SAME LEVEL OF DETAILS AS PROVIDED ON THE DESIGNDRAWINGS.3. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER RECORD DRAWINGS IN BOTHPDF AND AUTOCAD FORMAT FOR ALL PAVING, GRADING, AND STORMWATER BMPS, ANDSTORMWATER DRAINAGE PIPES AND STRUCTURES.4. THE CONTRACTOR SHALL PROVIDE A SEPARATE UTILITY RECORD DRAWING IN AUTOCAD AND PDFFORMAT. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THEDESIGN PLANS.5. IN ADDITION TO THE OWNER AND ENGINEER REQUIRED SURVEYS, THE CONTRACTOR SHALLPROVIDE ADDITIONAL RECORD DRAWINGS AND AS-BUILT INFORMATION AS REQUIRED BY THEJURISDICTION.1. PRIOR TO CONSTRUCTION THE CONTRACTOR MUST CLEARLY DELINEATE AND MARK OFF AREASIDENTIFIED IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED (SUCH AS STREAMS/WETLANDS,NATURAL BUFFERS, TREE, HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORICPROPERTIES, ETC.)2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERSDURING CONSTRUCTION.3. BMPS PROPOSED FOR SITE DEVELOPMENT HAVE BEEN DESIGNED TO ADDRESS CONSTRUCTIONSTORMWATER RUNOFF. IN THE EVENT THE BMPS BECOME INEFFECTIVE AT PREVENTINGSEDIMENT FROM LEAVING THE SITE, IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENTADDITIONAL BMPS.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN BMPS AS DESCRIBED INTHE GENERAL PERMIT . ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BYTHE EROSION CONTROL INSPECTOR.4. CONTRACTOR SHALL REVIEW THE GENERAL PERMIT PRIOR TO COMMENCING CONSTRUCTIONACTIVITY. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED PLANS AND GENERALPERMIT ONSITE AT ALL TIMES.5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND IS SUBJECT TO A FINE.6. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THEMINIMUM STANDARDS AND SPECIFICATIONS OF THE STATE WHICH THE WORK IS PERFORMED.7. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTIONALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITHAPPLICABLE STATE EROSION AND SEDIMENT CONTROL REGULATIONS,8. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.9. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARINGAND/OR LAND DISTURBANCE.10. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OFDISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY,CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF THEPAVEMENT REPLACEMENT.11. POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE STABILIZATIONBY PERMANENT PAVING, DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING.12. TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED ATTHE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE,PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADINGACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BEMAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSOREFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BYLANDSCAPING, THE BUILDING(S), AND SITE PAVING.13. BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLYACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOREXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETSRECEIVING SEDIMENT FROM SITE RUN-OFF.14. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BEMAINTAINED ON THE SITE AT ALL TIMES. THE CONTRACTOR SHALL DILIGENTLY ANDCONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZEEROSION.15. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORSO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OFCONSTRUCTION.16. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHENFIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THEAFFECTED PROPERTY OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSIONCONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLEDPRIOR TO OFF-SITE GRADING.17. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLEQUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BEIMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802), AND ASREQUIRED BY THE GENERAL PERMIT.18. THE CONTRACTOR SHALL MAINTAIN JURISDICTIONALLY REQUIRED BUFFERS OF UNDISTURBEDNATURAL VEGETATION BETWEEN THE DISTURBED PORTIONS OF THE SITE AND SURFACESWATERS AT ALL TIMES. BUFFERS SHALL BE MAINTAINED IN ACCORDANCE WITH THEREQUIREMENTS OF THE JURISDICTION.19. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONTHESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGINGOR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARYEROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THE APPROPRIATE GOVERNINGENTITY FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALLNECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THEOWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.20. CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150 ORAPPROVED EQUAL) ON ALL SITE AREAS WITH SLOPES GREATER THAN 2:1, AND IN THE BOTTOMAND SIDE SLOPES OF ALL SWALES.21. NO PARKING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE.22. NO CONSTRUCTION LAYDOWN OR STAGING SHALL BE LOCATED OUTSIDE THE LIMITS OFDISTURBANCE.23. ALL DRAINAGE SWALES MUST BE GRADED AND RIP-RAP MUST BE REPLACED AS REQUIRED TOCONTROL EROSION. RIP-RAP WILL CONSIST OF 50 - 125 POUND STONES PLACED AT ALLHEADWALLS, AND WHERE NOTED ON CONSTRUCTION DRAWINGS. SEE DETAIL SHEET FOROUTFALL PIPE SIZE CHART.24. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTORLAYDOWN AREA. CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THELIMITS OF DISTURBANCE SHOULD CONTAIN ANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONALLAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, A REVISED EROSIONCONTROL PLAN SHOULD BE REVIEWED AND PERMITTED.25. PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS NOT DESIGNATEDTO BE A SEDIMENT TRAP, DRAINAGEWAY, OR OFFSITE AREA EITHER DIRECTLY OR INDIRECTLYWITHOUT FILTRATION IS PROHIBITED. DURING DEWATERING OPERATIONS, WATER SHALL BEPUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING DEPRESSIONS OREXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE.WHEN DEWATERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROMEROSION.26. ALL TEMPORARY STORMWATER EROSION AND SEDIMENT CONTROL MEASURES SHALL BEREMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.TRAPPED SEDIMENT ANDOTHER DISTURBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLYDISPOSED OF PRIOR TO PERMANENT STABILIZATION.27. SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, STOCKPILES . FLOOD PLAINAREA OR A DESIGNATED BUFFER. ALL STOCKPILES SHALL BE IMMEDIATELY STABILIZED ASREQUIRED BY THE GENERAL PERMITGENERAL ACCESSIBILITY NOTES1. THE CONTRACTOR SHALL REVIEW ALL APPLICABLE STATE AND LOCAL GUIDELINES AS THEYAPPLY TO THE ACCESSIBILITY AND SIGNAGE.2. ALL CONSTRUCTION SHALL BE VERIFIED BY THE CONTRACTOR TO BE IN COMPLIANCE WITHLOCALLY ADOPTED ACCESSIBILITY REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALLBE REPLACED AT THE CONTRACTOR'S EXPENSE.3. THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED COMPLIANT WITH THE LATEST EDITIONOF THE ADA STANDARDS FOR ACCESSIBILE DESIGN AS PUBLISHED BY THE DEPARTMENT OFJUSTICE.UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITEENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THETOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE AREPOSSIBLE.4. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BECONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.5. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALLCONFORM TO THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND SHALL HAVE A DETECTABLEWARNING SURFACE THAT IS FULL WIDTH OF THE CURB RAMP, NOT INCLUDING FLARES.6. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS,STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLEDESIGN, LATEST EDITION.7. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THATHAVE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT (FHA),AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OFHOUSING AND URBAN DEVELOPMENT.8. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLEPEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONGSIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NOCASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASESHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLESSHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.9. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORMBOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ACCESSIBLE SLOPE REQUIREMENTSARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVESLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADACOMPLIANCE ISSUES.GENERAL NOTES1. ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST OBTAIN ALLPERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.5. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF PERMITS COMPLETE WITH ALLCONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THECONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUESTBY REGULATORY AGENCY REPRESENTATIVES.6. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERSDURING CONSTRUCTION.7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BECONSTRUCTED TO SAME.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BYLAND SURVEYOR. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION.8. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONSREQUIRED BY CODES9. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE STATE DEPARTMENTOF TRANSPORTATION STRUCTURE STANDARDS AND REGULATIONS (LATEST EDITION) ANDBECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESSOTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS ANDSPECIFICATIONS.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TOCONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS INACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS ANDREQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISEINDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHERDELETERIOUS MATERIAL.11. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONSAND CODES AND O.S.H.A. STANDARDS.12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO,ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE INACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BYSUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BEIMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURINGCONSTRUCTION TO THE EXISTING OR BETTER CONDITION.13. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT ANDSPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTIONOF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES ORDEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER ANDNOTIFICATION TO THE ENGINEER.15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OROTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTORSHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THATWOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TOPROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.16. ALL WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSEDWELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITSREQUIRED.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BEREPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTERDISCOVERY IS MADE.17. TRAFFIC CONTROL ON ALL STATE, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THEREQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) ANDTHE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THEEVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTSARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.GENERAL PAVING NOTES1. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE ASMOOTH FIT AND CONTINUOUS GRADE. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONBETWEEN PROPOSED PAVEMENT, EXISTING PAVEMENT AND ANY STRUCTURES.2. THE PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED ELEVATIONS INCLUDING ASPHALT ANDCONCRETE. REFER TO PAVEMENT SECTIONS AND CURB DETAILS TO ESTABLISH CORRECTSUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THISCONTRACT.3. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THETYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL REVIEWTHE RECCOMENDATIONS OF THE GEOTECHNICAL ENGINEER PRIOR TO PAVING.4. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTORSHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THEPAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.5. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTIONALRIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS ANDSTANDARDS (LATEST EDITION) OR STATE DEPT. OF TRANSPORTATION SPECIFICATIONS ANDSTANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS.6. ALL ON-SITE STRIPING IS TO BE PAINTED, UNLESS OTHERWISE NOTED. ALL STRIPING IN PUBLICRIGHT-OF-WAY TO BE THERMOPLASTIC STRIPING.7. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS ANDCOMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTHOF THE WALK.8. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALLLOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL,COLUMN, ETC.9. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTSIN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALSGREATER THAN 1.5 X THE WIDTH OF THE WALK.10. CONTRACTOR SHALL COORDINATE PAVING IMPROVEMENTS TO AVOID TIRE MARKS FROMCONSTRUCTION ACTIVITY. FINAL PAVING SHALL BE AS SMOOTH AS POSSIBLE AND FREE FROMANY CRACKS, SCRAPES, GOUGES, TIRE MARKS, ETC. CAUSED DURING CONSTRUCTION.11. ALL NEW CONCRETE SHALL BE DOWELED INTO ALL EXISTING CONCRETE (PAVING, SIDEWALKS,CURB, ETC.). TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKSAND COMBINED WALKS/CURBS AS SHOWN ON THE DETAILS AND AT INTERVALS NOT TO EXCEED12 TIMES THE WIDTH OF THE WALK.12. ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT.GENERAL DEMOLITION NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITIONAND DISPOSAL. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS ANDPAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES.THESE FEES SHALL BE INCLUDED WITH THE BID. THE CONTRACTOR SHALL PREPARE ALLDOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THECOMMENCEMENT OF DEMOLITION.2. DEMOLITION AS DEPICTED ON THE DEMOLITION PLAN IS INTENDED TO DESCRIBE GENERALDEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OFDEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANDAPPROPRIATE UTILITY COMPANY PRIOR TO WORK.3. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND LAWFUL DISPOSALOF ALL STRUCTURES, PAVING, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ONTHE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TOSUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL ASNECESSARY.4. ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BYA LICENSED HAZARDOUS MATERIAL CONTRACTOR ONLY AFTER NOTIFICATION OF THEENGINEER AND AUTHORIZATION TO PROCEED IS GIVEN BY THE OWNER5. THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY AREENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELYLICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL ANDSTATE REQUIREMENTS ONLY AFTER NOTIFICATION OF THE ENGINEER AND AUTHORIZATION TOPROCEED IS GIVEN BY THE OWNER.6. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ALL EXISTING FACILITIES ANDOUTLOTS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVALFROM THE SERVICE PROVIDERS AND COORDINATION THROUGH THE PROPERTY OWNER(S).THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN INPLACE.7. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THEREMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THEUTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THEUTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANYFOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES ANDCHARGES.8. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINEDFROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THECONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. THEITEMS SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLYOBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEEDWITH CAUTION AROUND ANY ANTICIPATED FEATURES. PRIOR TO THE START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITELOCATIONS OF EXISTING UTILITIES.9. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TOBE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROADRIGHT OF WAY DURING CONSTRUCTION10. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BEUNCOVERED DURING EXCAVATION, CONTRACTOR SHALL CONSULT THE ENGINEER AND OWNERIMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.11. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) ASAPPROVED BY THE OWNER12. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING BUSINESSES ANDPROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING IMPROVEMENTS ANDCONSTRUCTION OF THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITHTHE OWNER(S)/ LEASEE(S) PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESSAND TRAFFIC FLOW DURING ALL PHASES.13. SHOULD CONSTRUCTION ACTIVITIES DAMAGE EXISTING FEATURES, THE CONTRACTOR SHALLREPLACE THE FEATURES WITH NEW MATERIALS. DAMAGE TO ANY EXISTING CONDITIONS TOREMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.14. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TOEXISTING ROAD SURFACES. FINISHED SURFACES TO BE REMOVED OR DEMOLISHED SHALL BECUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAW CUT EXISTING PAVEMENT AT THERIGHT-OF-WAY. SAW CUTS SHALL BE MADE FULL DEPTH THROUGH THE EXISTING PAVEMENT.DISCARDED PAVEMENT SHALL BE REMOVED WITHOUT UNDERMINING THE EXISTING PAVEMENT.IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THECONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.15. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR ANDFREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFEPEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CONTRACTOR SHALLCOORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING ANDUTILITY INTERRUPTIONS WITH THE PROPERTY OWNERS AND UTILITY PROVIDERS TO MINIMIZEDISTURBANCE AND INCONVENIENCE.16. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BERESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BEUNCOVERED DURING EXCAVATION, CONTRACTOR SHALL CONSULT THE ENGINEER AND OWNERIMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.18. ANY WATER WELLS ENCOUNTERED ARE TO BE BROUGHT TO THE PROJECT ENGINEERATTENTION IMMEDIATELY AND PROPERLY ABANDONED BY A LICENSED WELL DRILLER.19. ANY SEPTIC SYSTEMS ENCOUNTERED SHALL BE BROUGHT TO THE THE PROJECT ENGINEERATTENTION IMMEDIATELY AND SHALL BE PROPERLY DEMOLISHED.GENERAL GRADING NOTES1. ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST OBTAINALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.2. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITSOF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALLPROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROLPOINTS RELATED TO EARTHWORK.3. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICTWITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. ALLELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THEGENERAL CONTRACTOR PRIOR TO GROUND BREAKING.5. CONTRACTOR SHALL REVIEW, UNDERSTAND AND IMPLEMENT ALL REQUIRED EROSION ANDSEDIMENTATION CONTROL MEASURES PRIOR TO ANY DISTURBANCE.6. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALLREGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND ISWELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.7. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCKIS ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALLBLASTING AND SAFETY REQUIREMENTS8. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SEEDED.9. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURECONDITION ALL FILL PER THE GEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL MATERIALSHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.10. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING,SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL,STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ONTHESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TOINSTALL SAID ITEMS.11. FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELDCONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12-INCHES.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THESTRUCTURE.12. WHERE GRADE MODIFICATIONS ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS ANDMANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTEDFLUSH WITH THE PROPOSED GRADE.13. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SEEDED UNLESS INDICATED OTHERWISEON THE LANDSCAPE PLAN.14. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIREDPERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEERPRIOR TO ANY EXCAVATION.15. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOMECASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUTONLY AS DIRECTED BY THE OWNER.16. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCALJURISDICTIONAL AGENCY OR TO STATE DEPARTMENT OF TRANSPORTATION STANDARDS. IN THEEVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTSARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.17. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THEAREAS SHALL THEN BE SEEDDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATEREDAND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREASDISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTEDBY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BESEEDDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN.18. ALL CUT OR FILL SLOPES SHALL BE 3 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESSOTHERWISE SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICALENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTINGGRADE.19. SEED MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OFCOMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES.20. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREASARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TOBE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.21. ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTEDTO A MINIMUM DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURECONTENT UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY AGEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8" LIFTS. INAREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCKSHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING.22. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.23. ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS.24. UNSUITABLE FILL BENEATH BUILDING PADS AND PAVED SURFACES MUST BE EXCAVATED ANDREPLACED AS RECOMMENDED BY A GEOTECHNICAL ENGINEER.STORMWATER NOTES1. REFER TO GENERAL UTILITY NOTES FOR ADDITIONAL REQUIREMENTS PERTAINING TOUNDERGROUND UTILITY AND STORMWATER PIPE INSTALLATION.2. ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST OBTAINALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.3. PIPE LENGTHS, GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE ONLY. ASDIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEENCONDITIONS.9. ALL STORM PIPE INSTALLED SHALL BE CLASS III RCP, UNLESS SPECIFICALLY NOTED OTHERWISE.EXISTING STORMWATER PIPE MATERIALS, MODIFIED, DAMAGED OR DEFORMED, ETC. SHALL NOTBE REUSED UNLESS SPECIFICALLY DIRECTED BY THE ENGINEER.5. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENT AND EVEN GRADES USING A PIPE LASER OROTHER ACCURATE METHOD.6. ALL PIPES SHALL BE BEDDED PER MANUFACTURER'S RECOMMENDATIONS.4. ALL ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH (4) SIDED BEARING HEAVY DUTYH-20 RATED TRAFFIC RIMS AND GRATES5. ALL CLEANOUT COVERS WITHIN THE PAVEMENT SECTIONS SHALL BE RATED FOR HEAVY DUTYTRAFFIC (H-20 RATED).6. WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OFSTRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTERFABRIC AND FILLED WITH #78 STONE.7. CONTRACTOR SHALL PROVIDE CATCH BASIN INLET PROTECTION ON ALL EXISTING ANDPROPOSED INLETS UNTIL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. ALL DRAINAGESTRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OFCONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.8. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PERMANUFACTURER'S RECOMMENDATIONS.9. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.10. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT ANDEXISTING PAVEMENT AND STORM STRUCTURES11. DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BEDIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTED TOAPPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE, BOTHDURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDING SEDIMENT,PRIOR TO DISCHARGE.WATER DISTRIBUTION NOTES1. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON ARCH / MECHANICAL, ELECTRICALAND PLUMBING PLANS.2. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALLBE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATERLINES AND SANITARY/STORM SEWERS SHALL BE MAINTAINED AT CROSSINGS.8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINESAND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPEWITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINESHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TOPROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11(AWWA C-151) (CLASS 50).9. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 48 INCHES OF COVER AS MEASUREDFROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.10. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALLBENDS, TEES AND HYDRANTS PER THE DETAILS.11. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF FITTINGS ANDAPPURTENANCES ROUNDED TO THE NEAREST FOOT.12. WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900, DR-18, PER ASTM D 22416" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.13. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING.14. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATER USING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER.15. BACKFLOW PREVENTIOPN ASSEMBLIES TO BE INSTALLED ABOVE-GROUND SHALL BE INSTALLEDWITHIN INSULATED ENCLOSURE AND PER JURISDICTIONAL REQUIREMENTS. ENCLOSURES SHALLINCLUDE DRAIN PORT(S) FOR DISCHARGE WATER. CONTRACTOR SHALL ENSURE THE BACKFLOWPREVENTION ASSEMBLY AND ENCLOSURE IS INSTALLED OUTSIDE OF SIGHT DISTANCETRIANGLES AT INTERSECTIONS WITH VEHICULAR TRAVEL WAYS.16. ALL BACKFLOW PREVENTERS SHALL BE HEATED.1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT, ASREQUIRED, TO CONSTRUCT UTILITY CONNECTIONS.2. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSEDWELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITSREQUIRED.3. REFER TO ARCHITECTURAL /MECHANICAL, ELECTRICAL AND PLUMBING PLANS FORCONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES.4. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING ANDPROTECTING ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN ORADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION,GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT 811 FOR THEIDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.5. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THEENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTINGUNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN AREENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THECONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THEVICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ANDALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANYDAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OFEXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME.IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANYOR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINEDREGARDING THE METHOD TO USE FOR SUCH WORK.6. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THECONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS.7. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTINGUTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING,OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER FORPROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTORSHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER(S) AND RESPECTIVEUTILITY COMPANY REPRESENTATIVE.8. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORECONNECTING TO ANY EXISTING LINE.9. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TOINSTALL UNDERGROUND ELECTRIC,TELEPHONE, SEWER, WATER, AND COMMUNICATIONCONDUITS.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRINGREMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIRPRESENT CONDITION UNLESS OTHERWISE SHOWN.10. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANYSTANDARDS.11. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARYINSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICECOMPANIES.12. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTHGREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING ANDPROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICALBENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSINGUTILITIES.13. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOXCOVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BEADJUSTED FLUSH WITH THE PROPOSED GRADE.14. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTINGBUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THEOWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALLAS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC,TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.15. ALL PROPOSED STUBS SHALL BE CAPPED AND SHALL BE PROVIDED WITH FIELD MARKERS.16. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN(BY OTHERS).17. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BYOTHERS).18. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, SURVEYED, AND APPROVED BEFOREBACKFILLING.19. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.20. ALL CHANGES IN DIRECTION OF THE CONDUIT SHALL UTILIZE STANDARD SWEEPS WITH AMINIMUM BENDING RADIUS LISTED IN THE NEC. NO MORE THAN (2) 90-DEGREE BENDS WILL BEALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED IN SEVERALBENDS. PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS THE COMBINED TOTAL OFBENDS REQUIRE ADDITIONAL MANHOLES.21. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICALCLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).22. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWERLINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THECONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS,MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL ANDCOMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDEDREQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS.IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.23. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THEMANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGSWITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPESSHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEENLOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THEPLANS.24. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING,SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BECAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BETAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY DUCTILE IRON PIPE FITTINGS.ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, INTHE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELYREMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.25. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEINGBROUGHT ON SITE.26. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALLBE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONALAGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENTSHALL GOVERN.27. UNDERGROUND WATER AND SANITARY SEWER LINES SHALL BE SURVEYED BY STATE LICENSEDPROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING.28. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUTMAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND AMANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TOTHE UTILITY PROVIDERS, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.29. IF DETERMINED NECESSARY BY THE LOCAL JURISDICTION, THE CONTRACTOR SHALL ABANDONEXISTING WATER METERS. CUT THE CORPS OFF, AND AIR-GAP THE SERVICES.30. UNDERGROUND UTILITY, INCLUDING STORMWATER PIPES, SHALL BE INSTALLED IN ACCORDANCEWITH THE FOLLOWING STANDARDS:A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.B. EXCAVATED MATERIAL SHALL BE LACED ON THE UPHILL SIDE OF TRENCHES.SANITARY SEWER NOTES1. CONTRACTOR TO LOCATE LATERAL CONNECTIONS TO BUILDING PER PLUMBING PLANS.2. PLACE CLEAN-OUTS ON SANITARY SEWER LATERALS AS REQUIRED BY PLUMBING CODE.3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES AND AREROUNDED TO THE NEAREST FOOT.4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BEMAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATERLINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUMSEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPEWATER PIPE FOR THE SEWER PER DETAIL.5. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40DUCTILE IRON PIPE PER AWWA C1506. WHENEVER VERTICAL DISTANCE BETWEEN OUTGOING AND INCOMING SEWERS IS MORE THAN 2FEET A OUTSIDE DROP MANHOLE SHALL BE INSTALLED.7. SANITARY SEWER STRUCTURES SHALL BE AS FOLLOWS:48" DIAMETER PRECAST CONCRETE MANHOLE PER ASTM C478.48" DIAMETER PRECAST POLYETHYLENE IN ACCORDANCE WITH ASTM D1248. MANHOLESSHALL HAVE A COMPRESSIVE STRENGTH THAT MEETS ASTM D2412.8. ALL MANHOLES AND CLEANOUTS SHALL BE H20 TRAFFIC GRADE AND RATED WITH HEAVY DUTYCOVERS AND FRAMES PER THE SAME.CONSTRUCTION TESTING1. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL TESTS REQUIRED BY THEJURISDICTIONAL AGENCIES HAVING AUTHORITY.2. IF DETERMINED BY THE OWNER, THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONSTRUCTIONTESTING. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR REQUIREDCONSTRUCTION TESTING.3. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTSSHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE TESTINGLABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURESTHAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE SPECIFICATIONS.4. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENTTO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY.5. EACH BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY AJURISDICTIONALLY-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM INSERVICE.CDOT NOTESSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A R CHITECT ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCGENERAL NOTESC0-2
EXISTING CONDITIONS PLAN - C1-0EXEXEXEXEXEXEXEXEXEXISISISISISISISISTITITITITITITITITINGNGNGNGNGNGNGNGNGNG C C C C C C C CONONONONONONONONONONDIDIDIDIDIDIDITITITITITITITITITIONONONONONONONONONONS S S S S S S PLPLPLPLPLPLPLPLPLANANANANANANANANAN - - - - - - - C1C1C1C1C1C1C1C1C1C1-0-0-0-0-0-0-0-0-0
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITSARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCTREE PROTECTIONPLANC1-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREATREE PROTECTION CALCULATIONSA 15% MINIMUM OF THE OVERALL COMMERCIAL SITE MUST BE PRESERVED ASCOMMERCIAL TREE SAVE AREA. IF LESS THAN 15% OF THE SITE HAS EXISTINGTREES, ADDITIONAL TREES SHALL BE PLANTED AT A RATE OF 36 TREES PER ACRE.IN THE EVENT ANY AREA OF THE COMMERCIAL TREE SAVE AREA CANNOT BEPROTECTED TREES MUST BE RE-PLANTED AT 150% PERCENT OF THE AREAREMOVED.OVERALL SITE ACREAGE = 3.48 AC3.48 X 0.15 = 0.52 AC TREE SAVE AREA REQUIREDTREE SAVE AREA (EXISTING CANOPY PRESERVED) = 0.43 ACPAYMENT IN LIEU: 0.52 AC - 0.43 AC = 0.09 AC$80,100 * 0.09 = $7,209TREE PROTECTION NOTES1. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS THAT RECEIVETREE PROTECTION FENCE. SEE SHEET C550 FOR TREE PROTECTION FENCEDETAIL. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTINGTREES AND SHRUBS WHERE POSSIBLE AND INDICATED ON THE PLAN.2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISCTRENCHER AND IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER THANTWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. USE PLYWOODFORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB AND GUTTEROR SIDEWALK.3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED INTHE TREE PROTECTION AREAS.4. NO GRUBBING WITHIN TREE PROTECTION AREAS. LEAVE SOIL AND LEAF LITTERUNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITHGRASS ONLY IN DISTURBED AREAS.5. TREE PROTECTION FENCE MUST BE INSTALLED BEFORE ANY DEMOLITION,CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT REMOVED UNTILAFTER CONSTRUCTION.6. TREE PROTECTION FENCE FOR TREES WITHIN THE SETBACK OR RIGHT-OF-WAYARE TO BE LOCATED AWAY FROM THE TREES A DISTANCE OF EITHER 1 FOOTPER TREE DIAMETER INCH OR HALF THE HEIGHT OF THE TREE, WHICHEVER ISGREATER, PER THE DETAIL SHEET.STREAM BUFFER PRESERVATION NOTES1. THE STREAM BUFFER PRESERVATION AREA SHOWN IS TO BE PRESERVED INPERPETUITY FOR COMPLIANCE WITH LOCAL STREAM BUFFER REGULATIONS.ANY DISTURBANCE OF THIS AREA MUST BE APPROVED BYCHARLOTTE-MECKLENBURG STORMWATER SERVICES.2. STREAM BUFFER PRESERVATION AREA TO BE RECORDED AT THE REGISTER OFDEEDS PRIOR TO CERTIFICATE OF OCCUPANCY RELEASE.EXISTING STREAM BUFFER AREA = 22,315 SFPRESERVED STREAM BUFFER = 17,401 SFON-SITE MITIGATION AREA = 12,195 SFTOTAL NEW BUFFER AREA = 29,596 SFTREE PROTECTION FENCETREE PROTECTION AREA: EXISTING CANOPY TOBE PROTECTEDSTREAM BUFFER PRESERVATIONSTREAM BUFFER IMPACT AREA
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XXXXXXXXPHASE 2PHASE 2AAKEXISTING JERSEY WALLTO BE DEMOLISHEDKKNOTE TO CONTRACTORALERT TO CONTRACTOR:CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES.CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING ORBETTER CONDITION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS,CURB AND GUTTER, ASPHALT, ETC.CONTRACTOR SHALL COMPLETELY REMOVE ALL FEATURES WITHIN THE LIMITS OF CONSTRUCTION /OVERALL PROJECT BOUNDARY IN ORDER TO CONSTRUCT PROPOSED IMPROVEMENTS AS SHOWN INTHESE PLANS.PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER,WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY ANDCALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THEOWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATIONSHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALLBE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A R CHITECT NORTHDEMOLITION LEGENDXXXXXXXTPLODDEMOLITION KEY NOTE LEGENDEXISTING IMPROVEMENT TO REMAIN. ADJUSTMENT TO PROPOSED GRADES MAY BEREQUIRED.RELOCATE EXISTING IMPROVEMENT. REFER TO CIVIL PLANS FOR PROPOSEDLOCATION. COORDINATE RELOCATION WITH THE LOCAL GOVERNING AGENCY OROWNER IF PRIVATE.ABANDON EXISTING IMPROVEMENT IN PLACE.REMOVE EXISTING IMPROVEMENT IN ITS ENTIRETY. BACKFILL WITH COMPACTEDGRANULAR MATERIAL TO PROPOSED GRADE PER GRADING PLAN.EXISTING PAVEMENT TO BE MILLED. (MINIMUM 1.5 INCHES AVERAGE DEPTH) CLEANSURFACE AND APPLY TACK COAT PRIOR TO THE APPLICATION OF THE ASPHALTMATERIAL.REMOVE EXISTING TREE AND OR CLEAR EXISTING TREE LINE. CONTRACTOR SHALLEXERCISE ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING VEGETATIONTO REMAIN AND REMOVE ONLY THOSE TREES THAT AFFECT INSTALLATION OF THEPROPOSED IMPROVEMENT.REMOVE EXISTING ASPHALT PAVEMENT, CURB AND GUTTER, OR CONCRETE WALKPER SPECIFICATIONS. SAWCUT A CLEAN EDGE.OPEN CUT TRENCH. REMOVE EXISTING PAVEMENT, CURB, (SIDEWALK) TO FACILITATEUTILITY INSTALLATION. SAWCUT A CLEAN EDGE ON BOTH SIDES OF TRENCH. THECONTRACTOR WILL BE RESPOSIBLE FOR RESTORATION OF THE EXISTING STREETPAVING AND ANY LAND COVER OR STRUCTURE TO ITS ORIGINAL OR BETTERCONDITION.REMOVE EXISTING BUILDING. REMOVE ALL FOUNDATION WALLS, SLABS ANDFOOTINGS. REMOVE ANY EXISTING STONE OR OTHER MATERIAL TO EXPOSESUBGRADE. BACKFILL WITH COMPACTED GRANULAR MATERIAL TO PROPOSED GRADEPER GRADING PLAN.RELOCATE EXISTING PRESSURE LINE, VALVE AND FITTINGS, METERS, STRUCTUREAND ANY OTHER APPURTANCES TO THE LOCATION PROVIDED ON THE UTILITY PLAN.COORDINATE RELOCATION WITH THE LOCAL GOVERNING AGENCY OR OWNER IFPRIVATE.REMOVE EXISTING PRESSURE LINE, VALVE AND FITTINGS, METERS, STRUCTURE ANDANY OTHER APPURTANCES. COORDINATE REMOVAL WITH THE LOCAL GOVERNINGAGENCY OR OWNER IF PRIVATE.REMOVE EXISTING GRAVITY LINE, STRUCTURES AND ANY OTHER APPURTANCES.COORDINATE REMOVAL WITH THE LOCAL GOVERNING AGENCY OR OWNER IF PRIVATE.TREE PRESERVATIONLIMITS OF DISTURBANCEABCDEFGHIJKLTPTPLODLODXARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCDEMOLITION PLANC1-3TREE PROTECTION LEGENDTP
GRADING NOTESGENERAL SWPPP NOTESEROSION CONTROL NOTESCONSTRUCTION SEQUENCEGENERAL SWPPP NOTESONCE THE TRAILER, PARKING, LAYDOWN, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGEMATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, PAVEMENT PULVERIZATION, ETC. ARE IN PLACE, CONTRACTORSHALL DENOTE THE LOCATIONS ON THE PLAN. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL ISEXPORTED TO ON THE PLANS.PHASE I1. STAKE/FLAG THE LIMITS OF DISTURBANCE (LOD). THE LOD IS TO REMAIN CONSPICUOUSLY MARKED THROUGHOUT THEENTIRE CONSTRUCTION PROJECT.2. INSTALL SWPPP SIGN AND STABILIZED CONSTRUCTION EXIT.3. INSTALL PERIMETER CONTROL BMPS, COIR WATTLES, STONE FILTER RINGS, SILT FENCES, J-HOOKS, AND INLETPROTECTION AS SHOWN ON THE SITE MAPS. CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL THE PERIMETERCONTROL BMPS.4. PREPARE TEMPORARY PARKING, STORAGE AND STOCKPILE AREAS.5. CONSTRUCT AND STABILIZE SEDIMENT BASIN PER THE DETAILS. INSTALL SKIMMERS, RIP-RAP APRONS, BAFFLES, ANDTEMPORARY OUTFALL CONTROL STRUCTURE AND PIPES PER SEDIMENT BASIN DETAILS. IMMEDIATELY STABILIZE SIDESLOPES WITH NORTH AMERICAN GREEN SC150 EROSION CONTROL BLANKET AND TEMPORARY SEED SIDE SLOPES ANDEMBANKMENTS.6. INSTALL TEMPORARY DIVERSIONS DITCHES WITH ASSOCIATED COIR WATTLE CHECK DAMS AND RIP-RAP APRONS ANDSLOPE DRAINS. STABILIZE SIDE SLOPES AND FLOW LINE OF THE TEMPORARY DIVERSIONS WITH EROSION CONTROLBLANKET PER THE DETAIL, AND AS SPECIFIED IN THE DIVERSION DITCH CALCULATIONS. CONTINUOUSLY REFRESH CHECKDAMS AS SEDIMENT BUILDS.PHASE II1. BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE.2. BEGIN EARTHWORK/GRADING ACTIVITIES, SIMULTANEOUSLY CONSTRUCT DRY DETENTION BASIN C WHENEVER THE GCDEEMS APPROPRIATE WITH APPROPRIATE INTERCONNECTING PIPES PER THE PLAN AND PROFILE SHEETS, OUTFALLSTRUCTURES PER THE DETAILS AND INSTALL RIP-RAP APRONS.3. MAINTAIN AND VERTICALLY ADJUST ALL CHECK DAMS, INLET PROTECTION DEVICES, DITCHES, AND PERIMETERCONTROLS THROUGHOUT GRADING ACTIVITIES TO MAINTAIN DRAINAGE PATTERNS.4. BEGIN PLACEMENT OF MATERIAL FOR THE BUILDING PAD.5. AS CONSTRUCTION CONTINUES, TEMPORARILY SEED DENUDED AREAS THAT WILL BE INACTIVE AS SPECIFIED IN THEGENERAL PERMIT. INSTALL EROSION CONTROL BLANKET ON SLOPES 3:1 OR GREATER.6. BEGIN INSTALLATION OF UTILITIES, STORM SEWERS, AND CURBS AND GUTTERS.7. INSTALL INLET PROTECTION PER THE DETAILS AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE ISINSTALLED.8. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.9. TEMPORARILY OR PERMANENTLY STABILIZATION ALL AREAS WITHIN 7 DAYS OF REACHING INTERMEDIATE GRADE OR ASSPECIFIED BY THE GENERAL PERMIT.PHASE iii10. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES11. PREPARE SITE FOR PAVING AND PAVE SITE.12. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES.13. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATION OVER ALL AREAS WITHIN 7 DAYS OF REACHING FINALGRADE OR AS SPECIFIED BY THE GENERAL PERMIT. UPON PERMANENT STABILIZATION OF AREAS UPSTREAM OF THESEDIMENT BASINS, CONVERT SEDIMENT BASINS TO PERMANENT BMPS BY INSTALLING PERMANENT OUTLET CONTROLSTRUCTURES, JETTING ALL PERMANENT STORMWATER CONVEYANCE MEASURES, AND REMOVING ACCUMULATEDSEDIMENT, JUTE NET BAFFLES, AND SKIMMERS.14. UPON PERMANENT STABILIZATION, AND CONCURRENCE OF STABILIZATION FROM ROWAN COUNTY, REMOVE ALLREMAINING BMPS.1. PRIOR TO CONSTRUCTION THE CONTRACTOR MUST CLEARLY DELINEATE AND MARK OFF AREAS IDENTIFIED IN THE SWPPPOR IN THE FIELD, TO BE PROTECTED (SUCH AS STREAMS/WETLANDS, NATURAL BUFFERS, TREE, HABITATS OFENDANGERED/THREATENED SPECIES, HISTORIC PROPERTIES, ETC.)2. BMPS PROPOSED FOR SITE DEVELOPMENT HAVE BEEN DESIGNED TO ADDRESS CONSTRUCTION STORMWATER RUNOFF. INTHE EVENT THE BMPS BECOME INEFFECTIVE AT PREVENTING SEDIMENT FROM LEAVING THE SITE, IT IS THECONTRACTORS RESPONSIBILITY TO IMPLEMENT ADDITIONAL BMPS.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAINBMPS AS DESCRIBED IN THE GENERAL PERMIT . ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BY A REPRESENTATIVE OF THE COUNTY OR NCDEQ.3. CONTRACTOR SHALL FIELD LOCATE WASTE, BARROW, AND EQUIPMENT STORAGE. LOCATIONS SHALL BE DENOTED BY THECONTRACTOR ON THE SITE MAPS.4. IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION CONTROL ANDSEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTIONALITY AT ALL TIMES. EROSION AND SEDIMENT CONTROLMEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE CHECKED AFTEREVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-SEEDED ANDMULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.5. STABILIZATION MEASURES SUCH AS DAMS, DIKES AND DIVERSIONS SHALL BE APPLIED TO ALL EROSION CONTROLMEASURES IMMEDIATELY AFTER INSTALLATION.6. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS WHEN THE BASIN IS 50% FULL.7. ACCUMULATED SEDIMENT IN SEDIMENT TRAPS AND DIVERSION DITCHES SHALL BE CLEANED OUT WHEN THE STORAGECAPACITY HAS BEEN APPROXIMATED 20% FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOLNO LONGER DRAINS PROPERLY.8. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 6 INCHES DEEP AT THE FENCE. THEFENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A SUFFICIENT BARRIER.9. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT ROADWAYS BY VEHICLES EXITING THE SITESHALL BE CLEANED OR REMOVED IMMEDIATELY.10. CONTRACTORS SHALL PREVENT ANY SILTATION FROM ENTERING THE STORM SEWER SYSTEM. ALL INLETS AND INLETOPENINGS SHALL BE FULLY ENCIRCLED WITH APPROPRIATE INLET PROTECTION DEVICES.11. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOWOF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY THE CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDEWITH THE PHASING OF CONSTRUCTION. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALLCONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. TWOTO THREE INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SEE EROSIONCONTROL DETAIL SHEET.12. ACCUMULATIONS OF TRACKED AND DEPOSITED SEDIMENT MUST BE REMOVED FROM OFF-SITE PAVED SURFACES WITHIN24 HOURS OR SOONER IF REQUIRED. SEDIMENT TRACKING MUST BE MINIMIZED BY THE APPROPRIATE MANAGEMENTPRACTICE, LIKE A DEDICATED SITE EXIT WITH AN AGGREGATE SURFACE OR DESIGNATED OFFSITE PARKING AREA.CONTRACTOR IS RESPONSIBLE FOR STREET SWEEPING AND/OR SCRAPING IF YOUR PRACTICES ARE NOT ADEQUATE TOPREVENT SEDIMENT FROM BEING TRACKED FROM THE SITE. MUD ON THE PUBLIC ROADWAYS MUST BE CLEANEDIMMEDIATELY.13. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THESOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINALAPPLICATION.14. CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ANY AFFECTED INLETS DOWNSTREAM OF THE PROPOSEDIMPROVEMENTS, IF NEEDED.15. THE CONTRACTOR SHALL LOCATE STAGING AREAS TO LIMIT THE EXPOSURE OF CONSTRUCTION MATERIALS TOSTORMWATER APPURTENANCES.16. WEEKLY INSPECTIONS OF BMPS ARE REQUIRED AND INSPECTIONS ARE REQUIRED WITHIN 24 HOURS AFTER EVERY RAINEVENT OF 0.5 INCHES WITHIN A 24 HOUR PERIOD. REFER TO THE SWPPP AND GENERAL PERMIT DOCUMENTS FORINSPECTION/RECORD KEEPING REQUIREMENTS.17. CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL) ON ALLSITE AREAS WITH SLOPES GREATER THAN 2:1, AND IN THE BOTTOM AND SIDE SLOPES OF ALL SWALES.18. PRIOR TO FINAL ACCEPTANCE, HAUL ROADS AND WATERWAY CROSSINGS CONSTRUCTED FOR TEMPORARY CONTRACTORACCESS MUST BE REMOVED, ACCUMULATED SEDIMENT REMOVED FROM THE WATERWAY AND THE AREA RESTORED TOTHE ORIGINAL GRADE AND REVEGETATED. ALL LAND CLEARING SHALL BE DISPOSED OF IN APPROVED SPOIL DISPOSALSITES.19. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEENESTABLISHED. PERMANENT STABILIZATION SHALL BE ESTABLISHED AS DEFINED BY THE GENERAL PERMIT PRIOR TO FINALACCEPTANCE.20. ALL CONTROL DEVICES THAT FUNCTION SIMILARLY TO SILT FENCE OR FIBER ROLLS MUST BE REPAIRED, REPLACED ORSUPPLEMENTED WITH EFFECTIVE CONTROLS WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHESONE-THIRD THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF THE RAINFALL EVENT ORAS SOON AS FIELD CONDITIONS ALLOW ACCESS.21. ALL SEDIMENT DELTAS AND DEPOSITS MUST BE REMOVED FROM SURFACE WATERS, DRAINAGE WAYS, CATCH BASINS ANDOTHER DRAINAGE SYSTEMS. ALL AREAS WHERE SEDIMENT REMOVAL RESULTED IN EXPOSED SOIL MUST BERESTABILIZED. THE REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS AFTERTHE RAINFALL EVENT UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL ACCESS CONSTRAINTS. ALLREASONABLE EFFORTS MUST BE USED TO OBTAIN ACCESS. ONCE ACCESS IS OBTAINED, REMOVAL AND STABILIZATIONMUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS LATER. CONTRACTOR IS RESPONSIBLE FOR CONTACTINGALL APPROPRIATE AUTHORITIES AND RECEIVING THE APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK.22. PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS NOT DESIGNATED TO BE A SEDIMENT TRAP,DRAINAGEWAY, OR OFFSITE AREA EITHER DIRECTLY OR INDIRECTLY WITHOUT FILTRATION IS PROHIBITED.23. SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, STOCKPILES . FLOOD PLAIN AREA OR A DESIGNATEDBUFFER. ALL STOCKPILES SHALL BE IMMEDIATELY STABILIZED AS REQUIRED BY THE GENERAL PERMIT24. ALL TEMPORARY STORMWATER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYSAFTER FINAL STABILIZATION IS ACHIEVED.TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESULTING FROMTEMPORARY MEASURES SHALL BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZATION.25. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TODISCHARGE TO RECEIVING OUTLET. WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING DEPRESSIONSOR EXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE. WHEN DEWATERINGDEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION.26. ALL DRAINAGE SWALES MUST BE GRADED AND RIP-RAP MUST BE REPLACED AS REQUIRED TO CONTROL EROSION. RIP-RAPWILL CONSIST OF 50 - 125 POUND STONES PLACED AT ALL HEADWALLS, AND WHERE NOTED ON CONSTRUCTIONDRAWINGS. SEE DETAIL SHEET FOR OUTFALL PIPE SIZE CHART.27. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTOR LAYDOWN AREA.CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THE LIMITS OF DISTURBANCE SHOULD CONTAINANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONAL LAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, AREVISED EROSION CONTROL PLAN SHOULD BE REVIEWED AND PERMITTED.28. NO PARKING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE.29. NO CONSTRUCTION LAYDOWN OR STAGING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE.30. CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER PROTECTED AREAS.ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE REMOVED.1. CONTRACTOR SHALL REVIEW THE GENERAL PERMIT PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. IN NORTHCAROLINA THE APPROVED EROSION CONTROL PLAN AND THE NCG01 CONSTRUCTION GENERAL PERMIT ARE CONSIDEREDTHE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVEDPLANS AND GENERAL PERMIT ONSITE AT ALL TIMES.2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF NORTH CAROLINALAW AND IS SUBJECT TO A FINE.3. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALLBE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THENORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROLMEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY (NCDEQ) EROSION AND SEDIMENT CONTROL REGULATIONS,5. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.6. SELF INSPECTIONS SHALL BE PERFORMED AS REQUIRED BY THE GENERAL PERMIT AND AS DESCRIBED ON THESEEROSION AND SEDIMENT CONTROL PLANS.7. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.8. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOWOF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITHTHE PHASING OF THE PAVEMENT REPLACEMENT.9. POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE STABILIZATION BY PERMANENT PAVING,DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING.10. TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLETIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORECOMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALLBE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL ANDLANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING.11. BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERINGPRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE ANDINLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF.12. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE ATALL TIMES. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES ANDSTRUCTURES TO MINIMIZE EROSION.13. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT PERIODICINSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.14. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONSWARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACTPROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROLMEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.15. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINEDBY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONALRESPONSE CENTER (1-800-424-8802) AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURALRESOURCES (1-800-858-0368).THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS: 25 GALLONS MINIMUMOR IF IT CAUSES A SHEEN ON NEARBY SURFACE WATER OR IF IT IS 100 FEET OR LESS FROM A SURFACE BODY OF WATER.NC GENERAL STATUTES - CHAPTER 143 ARTICLE 21A16. THE CONTRACTOR SHALL MAINTAIN JURISDICTIONALLY REQUIRED BUFFERS OF UNDISTURBED NATURAL VEGETATIONBETWEEN THE DISTURBED PORTIONS OF THE SITE AND SURFACES WATERS AT ALL TIMES. BUFFERS SHALL BE MAINTAINEDIN ACCORDANCE WITH THE REQUIREMENTS OF THE JURISDICTION.17. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING,BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALLPREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THEAPPROPRIATE GOVERNING ENTITY FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALLNECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEERA COPY OF THE AMENDED PERMIT.DEMOLITION NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.2. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND LAWFUL DISPOSAL OF ALL STRUCTURES,PAVING, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIESTO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTEDFILL MATERIAL AS NECESSARY.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ALL EXISTING FACILITIES AND OUTLOTS AT ALL TIMES.UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE SERVICE PROVIDERS ANDCOORDINATION THROUGH THE PROPERTY OWNER(S).4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/ORRELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONSOF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TOTHE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BESTINFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NORESPONSIBILITY FOR THEIR ACCURACY. THE ITEMS SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, ORAS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTIONAROUND ANY ANTICIPATED FEATURES. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALLNOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES.6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED ORRELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FORRELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTHTRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANYROAD RIGHT OF WAY DURING CONSTRUCTION.7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHERAPPROPRIATE BEST MANAGEMENT PRACTICES) AS REQUIRED BY THE GOVERNING AGENCY.8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING BUSINESSES AND PROPERTIES AT ALL TIMESDURING DEMOLITION OF THE EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.CONTRACTOR SHALL COORDINATE WITH THE OWNER(S)/ LEASEE(S) PRIOR TO ANY CONSTRUCTION TO ESTABLISHCUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES.9. SHOULD CONSTRUCTION ACTIVITIES DAMAGE EXISTING FEATURES, THE CONTRACTOR SHALL REPLACE THE FEATURESWITH NEW MATERIALS. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'SEXPENSE.10. CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS NECESSARY AND ASSHOWN ON THESE PLANS. IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THECONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.11. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.1. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATEALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THEGEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEERPRIOR TO PLACEMENT.5. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL COORDINATEWITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.8. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.9. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK PROVIDED BY THE SURVEYOR, AND THIS MUST BE VERIFIED BYTHE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. .10. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.11. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING ANDSPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TOTHE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITYFOR THE DESIGN(S) TO INSTALL SAID ITEMS.12. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE CONDITIONING NECESSARYTO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS.2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONS AND CODES AND O.S.H.A.STANDARDS.3. ALL PUBLIC FACILITIES ARE TO BE CONSTRUCTED AS SPECIFIED BY CITY/COUNTY STANDARDS.4. NO WORK WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) RIGHT OF WAY SHALL TAKE PLACEWITHOUT ALL PERMITS.5. EXISTING FEATURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED ASNECESSARY EXCEPT AS OTHERWISE NOTED. ALL COST SHALL BE INCLUDED IN BASE BID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORMDRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESSPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BEDISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURING CONSTRUCTION TO THE EXISTING ORBETTER CONDITION.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY CESI. ALL INFORMATION ISTO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.8. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, IN ACCORDANCE WITH THE STANDARDSOF NCDOT AND ROWAN COUNTY9. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.10. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN THE ACTUALFIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.11. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN A UNOBSTRUCTED STATE ANDSHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHERACCUMULATIONS.12. ALL WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLINGCONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.ANY WELL DISCOVERED DURING EARTH MOVING OREXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERYIS MADE.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANSDO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS AREDISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORKTHAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITHINSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.STABILIZATION REQUIREMENTS1) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILYOR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:i) ALL PERIMETER DIKES, SWALES, DITCHES, AND SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BEPROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENTWITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVERAS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.2) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALLAPPLY:i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFICCONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.ii) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE ISFLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUNDCOVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARESTEEPER THAN 3:1, THE 7 DAY-REQUIREMENT APPLIES.iii) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT BUT SHALLREQUIRE STABILIZATION WITHIN 14 CALENDAR DAYS.iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THESLOPE IS STEEPER THAN 2:1 BUT SHALL REQUIRE STABILIZATION WITHIN 14 CALENDAR DAYS.v) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICALSTABILIZATION, MAY BE ALLOWED ON A CASE-BY-CASE BASIS.vi) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (I5ANCAC 04A. 0105) , STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENTON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.vii) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT EXISTING UTILITY AND/OR LIGHT POLES. ALLEXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BERELOCATED AT THE EXPENSE OF THE CONTRACTOR.Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ESCP NOTESC2-0ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE SENIOR SLP,LLC
CONSTRUCTION SEQUENCEPROPERTY LINELIMITS OF DISTURBANCEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF DRAINAGE AREAPROPOSED BUILDING FOOTPRINTSOIL TYPESOIL TYPE BOUNDARYSLOPE ARROWSWPPP INFORMATION SIGNCONTRUCTION ENTRANCEPROPOSED TEMPORARY DIVERSIONPROPOSED 12" COIR WATTLE CHECK DAMTEMPORARY JUTE NET BAFFETEMPORARY RISER AND SKIMMERTEMPORARY SILT FENCETEMPORARY SILT FENCE J-HOOKTEMPORARY PROTECTION FENCE12" COIR WATTLE/FILTREX FILTER SOXXPERMANENT STORM PIPETEMPORARY STORM PIPE/SLOPE DRAININLET PROTECTIONSTONE FILTER RINGRIP-RAP DISSIPATER PADNAG DS75 OR EQUAL (UNLESSOTHERWISE SPECIFIED)EROSION CONTROL BLANKET/SLOPESTABILIZATIONTEMPORARY SEEDINGPERMANENT SEEDINGSISCETDCDJNSKSFJHPFCWSDIPSFRRRECBTSPSXxXINSPECTORNOTES TO CONTRACTORPATRICK STORZEROSION CONTROLCITY OF CHARLOTTE LANDDEVELOPMENT(704) 572-0114SOIL TYPES LEGEND:CeB2 - Cecil sndy clay loam, 2 to 8 percent slopes, moderately erodedCuB - Cecil-Urban land complex, 2 to 8 percent slopesCuD - Cecil-Urban land complex, 8 to 15 percent slopesMO - Monacan loam, 0 to 2 percent slopes, frequently flooded1. REFER TO GENERAL NOTES SHEET FOR EROSION CONTROL NOTES.2. PROJECT IS LOCATED IN THE SUGAR WATERSHED OF THE CENTRAL CATAWBA POSTCONSTRUCTION SOTRMWATER DISTRICT.3. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM ASITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTEMANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISIONOF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT ORDIVISION OF WATER RESOURCES RULES AND REGULATIONS.4. STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN,OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.5. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIESMUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECTAFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTSARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THESELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE.OUTFALLSOUTFALL 1: DISCHARGES TO A TRIBUTARY THAT LEEDS TO KINGS BRANCH AT THE SOUTHSIDE OF THE SITE. KINGS BRANCH EVENTUALLY DRAINS TO SUGAR CREEK.DISTURBED AREATOTAL DISTURBED AREA - ± 3.00 ACRESFarmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel1POOLLEASINGCLUBUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVE45 UNITSTD2SFKnow what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ESCP PHASE 1C2-1NORTHSEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREAARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE SENIOR SLP,LLC
CONSTRUCTION SEQUENCEPROPERTY LINELIMITS OF DISTURBANCEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF DRAINAGE AREAPROPOSED BUILDING FOOTPRINTSOIL TYPESOIL TYPE BOUNDARYSLOPE ARROWSWPPP INFORMATION SIGNCONTRUCTION ENTRANCEPROPOSED TEMPORARY DIVERSIONPROPOSED 12" COIR WATTLE CHECK DAMTEMPORARY JUTE NET BAFFETEMPORARY RISER AND SKIMMERTEMPORARY SILT FENCETEMPORARY SILT FENCE J-HOOKTEMPORARY PROTECTION FENCE12" COIR WATTLE/FILTREX FILTER SOXXPERMANENT STORM PIPETEMPORARY STORM PIPE/SLOPE DRAININLET PROTECTIONSTONE FILTER RINGRIP-RAP DISSIPATER PADNAG DS75 OR EQUAL (UNLESSOTHERWISE SPECIFIED)EROSION CONTROL BLANKET/SLOPESTABILIZATIONTEMPORARY SEEDINGPERMANENT SEEDINGSISCETDCDJNSKSFJHPFCWSDIPSFRRRECBTSPSXxXINSPECTORNOTES TO CONTRACTORPATRICK STORZEROSION CONTROLCITY OF CHARLOTTE LANDDEVELOPMENT(704) 572-0114SOIL TYPES LEGEND:CeB2 - Cecil sndy clay loam, 2 to 8 percent slopes, moderately erodedCuB - Cecil-Urban land complex, 2 to 8 percent slopesCuD - Cecil-Urban land complex, 8 to 15 percent slopesMO - Monacan loam, 0 to 2 percent slopes, frequently flooded1. REFER TO GENERAL NOTES SHEET FOR EROSION CONTROL NOTES.2. PROJECT IS LOCATED IN THE SUGAR WATERSHED OF THE CENTRAL CATAWBA POSTCONSTRUCTION SOTRMWATER DISTRICT.3. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM ASITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTEMANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISIONOF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT ORDIVISION OF WATER RESOURCES RULES AND REGULATIONS.4. STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN,OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.5. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIESMUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECTAFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTSARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THESELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE.OUTFALLSOUTFALL 1: DISCHARGES TO A TRIBUTARY THAT LEEDS TO KINGS BRANCH AT THE SOUTHSIDE OF THE SITE. KINGS BRANCH EVENTUALLY DRAINS TO SUGAR CREEK.DISTURBED AREATOTAL DISTURBED AREA - ± 3.00 ACRESFarmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel1UPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
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GENERAL NOTES:NON-WOVEN FILTERFABRIC TO EXTEND AMINIMUM OF 12"BEYOND THE FLARDEND SECTIONNATURALGRADERIP-RAPHUB END ON OUTLETEND SECTIONS. SPIGOTEND ON INLET ENDSECTIONS.4" #5 WASHED STONELAYER OFNON-WOVEN FILTERFABRIC, EXTENDINGUP BOTH SIDES2I2IAAOVERLAY RIP-RAP APRONWITH JUTE NETTING (ONLYWHERE FLOC LOGS OR PAMIS USED IN SLOPE DRAINS,DIVERSION DITCHES, ORSTORM STRUCTURES)LAYER OF JUTE NETTING(REFER TO "JUTE/COIRBAFFLES" DETAIL FOR SPEC)FLARED END SECTIONOR SLOPE DRAIN ORCULVERTLAYER OF NON-WOVENFILTER FABRIC UNDERENTIRE SECTION OFRIP-RAP1. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 ANDA HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED SHALL BEUNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE ACUTOFF OR TOE WALL AT THE DOWNSTREAM END.3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.4. ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95%%% OR GREATER.5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.7. CONTRACTOR TO PROVIDE PHOTOS OF FILTER FABRIC BEING INSTALLED.Not to ScaleRIPRAP APRONFLOW1'-6"H = 2.0 FT. MINCLASS 1 RIP-RAPMIN.2'-0"EXTEND RIP-RAPUP SIDES 18" THICKBBSTONE SEMI-CIRCLEEXTEND RIP-RAPUP SIDES 18" THICKFLOWNot to ScaleSTONE FILTER RINGSTONE FILTER RING TO BEUSED FOR EROSION CONTROLPURPOSES ONLY. REMOVESTONE FILTER RING AFTERTHE SITE IS STABILIZED ANDVEGETATION IS ESTABLISHED.Not to ScaleSWPPP INFORMATION SIGNSISCROSS SECTIONGENERAL NOTES:1'-6" MIN.CLASS B RIP RAP# 5 WASHED STONE FLOWMAXIMUM SPACINGABA AND B ARE AT EQUAL ELEVATIONS2' MAXAT CENTER214' TO 6'9" MIN.1'-6" MIN.PLAN1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO SLOW VELOCITY OR TOCREATE SEDIMENT TRAPS.3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAMAT THE SAME ELEVATION AS THE DOWNSTREAM DAM (SEE DIAGRAM BELOW).FILTERCLOTHNot to ScaleTEMPORARY CHECK DAMNot to ScaleTEMPORARY SLOPE DRAINESCP DETAILSC2-5Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLC
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITS17'DH17'17'17'8.5'17'8.5'17'LB8.5'8.5'8.5'23'23'23'8.5'8.5'17'10.5'17'8.5'17'
23'M1ABR3.0R3.0R30.0R10.0R3.0R3.0R3.0R3.0R5.0R10.0R5.0R3.0DDDFFFHHHHHHHHHHHHHHKLBLBLA37'8.5'18'R3.0R10.0R3.0R3.0R10.0R15.0R50.0M1R3.0M2M2EEEEEE8.5'LAHJGGGGGGGGGGGGGGOMMMM17'R3.0R3.0R10.0R30.0R30.0R3.08.5'NQRRRSSSST17'R5.0R1.0R3.0FLBLBPRRRAAAAAAAAAABBBSITE DEVELOPMENT PLAN NOTES1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING,GRADING, AND ZONING NOTES.2. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES,ZONING AND USE.3. SEE "SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS.4. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB, UNLESSOTHERWISE NOTED. DIMENSIONS LABELED "EOP" ARE MEASURED FROM LIP OF GUTTER TO LIPOF GUTTER.5. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALLUNLESS OTHERWISE SHOWN.6. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF EXIT PORCHES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITYENTRANCE LOCATIONS.SITE PLAN KEY NOTESABCDEFGHIJKLMNOPQRSTM1M218" STANDARD CURB AND GUTTER18" STANDARD SPILL CURB AND GUTTER (SEE GRADING PLAN FOR TRANSITION LOCATIONS)CURB END TRANSITIONCONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE).PARKING STANDARDS - PARKING STALL SIZES VARY DEPENDING ON LOCATION - SEE SITE PLAN FORDIMENSIONS. PAINTED WITH "SWSL/4" - SINGLE WHITE SOLID LINE - 4" WIDESEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET.SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTEDTRAFFIC YELLOW)CONCRETE TRANSFORMER PAD PER LOCAL POWER COMPANY STANDARDS AND DETAILS.DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION.SEGMENTAL RETAINING WALL (SRW). FURNISHING AND CONSTRUCTION OF A SRW SYSTEM INACCORDANCE WITH NCMA BEST PRACTICE GUIDLINES IN GENERAL CONFORMITY WITH THE LINES,GRADES, DESIGNS, AND DIMENSIONS SHOWN ON THESE PLANS. A) CUT WALL B) FILL WALL6" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW, CONCRETE FILLED. SEE DETAIL.FLUSH CURB USED AT ENTRANCE , LENGTH PER PLAN, TRANSITION TO STANDARD 6" CURB HEIGHTPER GRADING PLAN.CONCRETE CURB FLUME / CHANNELEXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE. SEE GRADING PLANS FOR LOCATION OFSTAIRS AND/OR RAMPS. PAVEMENT SHALL BE FLUSH WITH THE TOP OF STOOP.ADA ACCESSIBLE RAMP WITH HAND RAILS, 5' LANDING AT TOP AND BOTTOM. TO CONFORM TOFEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES.GUIDE RAIL. SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.PAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN)PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. PEDESTRIAN CROSSING SIGN TYPICAL ATPEDESTRIAN CROSSWALKS AS NOTED ON PLANS.FLOATING SIDEWALK FOR TREE ROOT ZONE AREA. SEE DETAIL.PAVEMENT MARKINGSSTAIRS WITH HANDRAIL (SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.), 6" RISERS, 5'LANDING AT TOP AND BOTTOM.Archdale Road(CDOT MAINTAINED-60' R.O.W.)ELEV.2ELEV.1LAUNDRYSTAIR #2STAIR
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ELEV.LOBBY7PROPOSED IMPROVEMENTS LEGENDPROPOSED PROPERTY LEGENDARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSITE PLANC3-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECTSITE DATA TABLEPROJECT AREA:3.48-AC.±TOTAL DISTURBED AREA2.84-AC.±PROPOSED RIGHT-OF-WAY:-AC.±ZONING CODE SUMMARYPARCEL TAX ID:16927102STREET ADDRESS: 330 ARCHDALE DRIVEZONING: MUDD-OPROPOSED USE: AGE RESTRICTED APARTMENTSDENSITY:131 UNITS (37.6 DU/AC)BUILDING HEIGHT:75' MAX.YARD REQUIREMENTS:FRONT: 16' FROM BOC (8'PLANTING STRIP AND 8'SIDEWALK)SIDE: NONEREAR: NONEPARKING SUMMARYPARKING REQUIREMENTS:1 SPACE PER UNITPARKING REQUIRED:STANDARD SPACES: 126ADA SPACES: 5PARKING PROVIDED:STANDARD SPACES: 116ADA SPACES: 15TOTAL PARKING SPACES: 131OPEN SPACE SUMMARYPROJECT AREA:3.48- AC.±SENIOR LIVINGDEVELOPMENT:3.48- AC.±TOTAL IMPERVIOUS AREA :( PAVEMENT, WALKS, ANDBUILDINGS):EXISTING: 0-AC.±PROPOSED: 2.19-AC.±URBAN OPEN SPACEREQUIRED: 1,307-SF±PROVIDED: 2,542-SF±SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREA
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCTRUCK TURNMOVEMENTSC3-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORA
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#3ELEV.LOBBY7131 UNITSARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSIGHT DISTANCE MAPC3-2Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITSGRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED.ROOF DRAINS TO CONNECT INTO MANIFOLD SHOWN. ENSURE POSITIVE DRAINAGE.OUTLET CONTROL STRUCTURE (CS). SEE DETAIL.12345678OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.GRADING ON ADJACENT PROPERTY SHALL REQUIRE SLOPE PERMISSION. CONTRACTORSHALL NOT COMMENCE WORK ON ADJACENT PROPERTY UNTIL SUCH AGREEMENT IS INPLACE.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'TRASHARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCGRADING PLANC4-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREA5TREE PROTECTION LEGEND
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSTORM PROFILESC4-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
STORM DRAIN PROFILESENIOR STORM - BSCALE V: 1" = 5'SCALE H: 1" = 50"STORM DRAIN PROFILESENIOR STORM - B1SCALE V: 1" = 5'SCALE H: 1" = 50"STORM DRAIN PROFILESENIOR STORM - CSCALE V: 1" = 5'SCALE H: 1" = 50"STORM DRAIN PROFILESENIOR STORM - OUTFALLSCALE V: 1" = 5'SCALE H: 1" = 50"
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITS645 UNITSPOWER - LIGHTING - COMMUNICATION - GAS LEGENDECTGPROPOSED SANITARY - GRAVITY PLAN LEGENDCODRAINAGE LEGENDCOEX. B.O.C.EX. R.O.W.ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCUTILITY PLANC5-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREAFIRE DEPARTMENT CONNECTION(F.D.C) NOTES1. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEPROVIDED A CLEAR SPACE OF TEN FEETHORIZONTALLY AND VERTICALLY IN ALL DIRECTIONS.(GAS METERS, ELECTRICAL TRANSFORMERS, ANDPARKED VEHICLES CANNOT BE LOCATED WITHINTHIS SPACE.)2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEREADILY VISIBLE AND NOT MORE THAN FIFTY FEETFROM A STREET, FIRE LANE, OR SIMILAR AREAPROVIDING ACCESS TO FIRE DEPARTMENTAPPARATUS. THE AREA BETWEEN THE CONNECTIONAND VEHICULAR ACCESS SHALL BE FREE OFOBSTRUCTIONS.3. THERE SHALL BE AN APPROVED PUMPER FIREHYDRANT WITHIN TWO HUNDRED FEET OF THE FIREDEPARTMENT CONNECTION MEASURED ALONG ANAPPROVED PATH OF TRAVEL FOR THE FIREAPPARATUS.4. FOR ADDITIONAL INFORMATION OF FIREPROTECTION SYSTEM INCLUDING LOCATION OF FIREDEPARTMENT CONNECTION, ETC., REFER TO FIREPROTECTION PLANS BY OTHERS.WATER DISTRIBUTION NOTES1. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.2. WATER METER TO BE INSTALLED BY CLT WATER;CONTRACTOR IS RESPONSIBLE FOR COORDINATINGAND PAYING FOR INSTALLATION.3. REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTION ASSEMBLY AS APPROVED BY CLTWATER TO BE INSTALLED BY CONTRACTOR DURINGCONSTRUCTION. ASSEMBLY TO BE INSTALLEDABOVE-GROUND WITHIN INSULATED ENCLOSUREPER CLT WATER REQUIREMENTS. ENCLOSURE TOINCLUDE DRAIN PORT(S) FOR DISCHARGE WATERPER CLT WATER REQUIREMENTS. ENCLOSURE TOBE LOCATED OUT OF SETBACK. SEE DETAIL SHEETSFOR FURTHER INFORMATION.4. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.5. BASED ON THE BEST AVAILABLE INFORMATION TOTHE DESIGNER, THE BUILDING FIRE PROTECTIONSYSTEMS ARE RATED AS MODERATE HAZARD AND ADOUBLE CHECK VALVE ASSEMBLY IS SPECIFIED. ITWILL BE NECESSARY TO SUBSTITUTE A REDUCEDPRESSURE PRINCIPLE ASSEMBLY IF AT ANY TIMEDURING DESIGN OR CONSTRUCTION THE SYSTEMSARE RATED AS HIGH HAZARD.6. ALL WATER MAINS 6" AND LARGER SHALL BE PVC INACCORDANCE WITH AWWA C-900. THE PIPE SHALLBE PRESSURE CLASS 200 WITH SDR OF 14. DUCTILEIRON PIPE (NO PVC) TO BE USED WITHIN 5 FT. OFBACKFLOW PREVENTION DEVICES.7. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT. WATER REQUIRED BACKFLOW PREVENTER.8. TAMPER SWITCHES TO BE INSTALLED ON THE FIRELINE BACKFLOW PREVENTER. INSTALL 3/4" CONDUITFROM FIRE LINE BACKFLOW VAULT TO BUILDINGALARM SYSTEM INSIDE BUILDING. COORDINATEWITH ALARM SYSTEM MANUFACTURER.9. EACH CLT. WATER REQUIRED BACKFLOWPREVENTION ASSEMBLY IS REQUIRED TO BE TESTEDBY A CLT. WATER APPROVED CERTIFIED TESTERPRIOR TO PLACING THE WATER SYSTEM IN SERVICE.10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANENCROACHMENT AGREEMENT PERMIT ASREQUIRED, TO CONSTRUCT UTILITY CONNECTIONS.11. LOCATE FIRE DEPARTMENT CONNECTION (FDC) PERFIRE PROTECTION PLANS (BY OTHERS) AND FIREDEPARTMENT REQUIREMENTS.12. ALL FIRE HYDRANTS SHALL HAVE A 5-INCH STORZPUMPER CONNECTION.13. ALL METERS SHALL HAVE A VALVE BEFORE ANDAFTER METER PER CLT. WATER REQUIREMENTS(SEE CLT. WATER STANDARD DETAILS)BACKFLOW PREVENTION NOTES:1. INSULATED ENCLOSURE SHALL BE PROVIDED WITH AHEATER TO SUSTAIN A MIN. TEMP OF 40'.CONTRACTOR RESPONSIBLE FOR COORDINATINGAND HAVING ELECTRICAL SERVICE BROUGHT TOBACKFLOW PREVENTION DEVICE FOR THE HEATER.2. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT WATER REQUIRED BACKFLOW PREVENTER.3. EACH CLT WATER REQUIRED BACKFLOWPREVENTER IS REQUIRED TO BE TESTED BY A CLTWATER APPROVED CERTIFIED TESTER PRIOR TOPLACING THE WATER SYSTEM IN SERVICE. SEE CLTWATER SPECIFICATIONS FOR LIST OF APPROVEDCERTIFIED TESTERS.4. CONTRACTOR SHALL INSTALL TAMPER SWITCHES ONGATE VALVES REDUCED PRESSURE BACKFLOWASSEMBLIES THAT SERVE FIRE SPRINKLERSYSTEMS.5. NO PLASTIC PIPE WITHIN 5 FEET OF EITHER END OFBACKFLOW PREVENTERS.6. NO PERMANENT INSULATION SHALL BE INSTALLEDON THE BP ASSEMBLY.7. FIRE DEPARTMENT REQUIRES TAMPER SWITCHESON BP'S SERVING SPRINKLERS. SWITCHES TO BEWIRED TO MAIN ALARM PANEL.WATERLINE PROFILEFAMILY UPPER - ASCALE V: 1" = 5'SCALE H: 1" = 50"NOTE:1. CONTRACTOR SHALL MAINTAIN 18" MINIMUMVERTICAL CLEARANCE BETWEEN CROSSINGUTILITIES.
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCUTILITY DETAILSC5-2Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©
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SUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSITE DETAILSC6-32%12:112:1max.2.0%12:1coarsebroomed finishbroomed finishcoarse12:1MAX.ACCESSIBLE RAMP - PRIVATE VARIANTS6'-0"6'-0"CLPOST 1-1/2" X 1-1/2" SQ. STL.PICKETS 1/2" X 1/2" SQ. STL.1" X 1" SQ. PICKETS1-1/2" X 1-1/2"SQ. STL. TUBETO BE USED WHERE SIDEWALK IS ADJACENT TO RETAINING WALLNOTE: 4" MAX SPACINGBETWEEN PICKETSNOTE: SAFETY RAIL TO HAVEPOWDER COAT FINISHNON-REINFORCED STANDARD DUTY CONCRETE PAVEMENTLIGHT DUTY ASPHALT PAVEMENTCBAHEAVY DUTY ASPHALT PAVEMENTD
SUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSITE DETAILSC6-32%12:112:1max.2.0%12:1coarsebroomed finishbroomed finishcoarse12:1MAX.ACCESSIBLE RAMP - PRIVATE VARIANTS6'-0"6'-0"CLPOST 1-1/2" X 1-1/2" SQ. STL.PICKETS 1/2" X 1/2" SQ. STL.1" X 1" SQ. PICKETS1-1/2" X 1-1/2"SQ. STL. TUBETO BE USED WHERE SIDEWALK IS ADJACENT TO RETAINING WALLNOTE: 4" MAX SPACINGBETWEEN PICKETSNOTE: SAFETY RAIL TO HAVEPOWDER COAT FINISHNON-REINFORCED STANDARD DUTY CONCRETE PAVEMENTLIGHT DUTY ASPHALT PAVEMENTCBAHEAVY DUTY ASPHALT PAVEMENTD
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Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelVANPrivate Street BMAINT.VANVANVANTRASHUPSTAIR #1STO.DATASTO.B2-HCA2-HCA2.1A2.1B2-HCB2BREEZEWAY ABOVEB2-HC
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ELEV.LOBBY7131 UNITS645 UNITS428 UNITS323 UNITS528 UNITS39 UNITS40'40'40'8CA36LG31LG13LG9LGAS52AS1QPQP7AS4UA10TREESCODEQTYCOMMON NAMEBOTANICAL NAMEMETHODSIZECALAS 11 Sugar Maple Acer saccharum As Shown 2.5" Caliper B&B or ContainerUA 10 Allee Lacebark Elm Ulmus parvifolia `Allee` As Shown 2.5" Caliper B&BLARGE MATURINGCODEQTYCOMMON NAMEBOTANICAL NAMEMETHODSIZECALQP 11 Willow Oak Quercus phellos As Shown 2.5" Caliper B&BSMALL MATURINGCODEQTYCOMMON NAMEBOTANICAL NAMEMETHODSIZECALCA 8 American Hornbeam Carpinus caroliniana As Shown 2" Caliper B&BSHRUBSCODEQTYCOMMON NAMEBOTANICAL NAMESIZELG 89 Green Loropetalum Loropetalum chinense 24" MIN HEIGHTGROUND COVERSCODEQTYCOMMON NAMEBOTANICAL NAMESIZEFB 21,295 sf Bolero Fescue Festuca x `Bolero Plus` SODPLANT SCHEDULEARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCLANDSCAPE PLANC7-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREATREE SAVE AREA: 0.59 ACRES
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCLANDSCAPE NOTESAND DETAILSC7-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
GENERAL NOTES:1. PERMANENT STABILIZATION SHALL BE ESTABLISHED IN ALL UNPAVEDAREAS ON-SITE OR OFF-SITE AS HATCHED ON THE LANDSCAPE PLAN.2. SOIL SAMPLES SHALL BE TAKEN AT MULTIPLE AREAS ON-SITE PRIOR TOPLANTING TO CONFIRM PROPER SOIL AMENDMENTS.3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ESTABLISHPERMANENT AND FINAL STABILIZATION ON THE ENTIRE SITE. THIS MAYREQUIRE WATERING, MOWING, RAKING, AND RE-SEEDING UNTILPERMANENT STABILIZATION IS ESTABLISHED.4. IN AREAS WHERE SEED IS USED FOR TEMPORARY STABILIZATION, THETEMPORARY GRASS SHALL BE REMOVED PRIOR TO SODDING ACTIVITY.5. ALL TREE SAVE AREAS LESS THAN 30' WIDE MUST BE STAKED PRIOR TOSITE PLAN SUBMITTAL.ATTENTION CONTRACTOR/LANDSCAPERIT IS THE RESPONSIBILITY OF THE CONTRACTOR/LANDSCAPER TONOTIFY THE URBAN FORESTER OF ANY SITE CONFLICTS THATAFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES.CALL 704-336-3599 OR THE URBAN FORESTER NAMED ON THEAPPROVED PLAN FOR %%UANY CONFLICTS%%U REGARDING SITE,SIGNS, OVERHEAD POWERLINES OR OTHER UTILITIES. NOTE: NOLIGHT/UTILITY POLES TO BE PLACED IN ISLANDS WITH NEWLYPLANTED TREES.SEEDBED PREPARATION NOTES:1. GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NOGREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHERADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFTEXPOSED SHALL, WITHIN 15 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BEPLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURESSUFFICIENT TO RESTRAIN EROSION.2. GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACTCOMPRISING MORE THAN ONE (1) ACRE, IF MORE THAN ONE CONTIGUOUS ACRE ISUNCOVERED, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OROTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE TRACT UPONWHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.4. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTION SHALL BE REMOVED FROM THE SURFACESO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OFVEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN,SHALL BE REASONABLY SMOOTH AND UNIFORM.5. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME ACCORDING TO SEEDING SPECIFICATIONS. (IFAPPLICABLE)6. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.7. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURINGSEEDBED PREPARATION.PLANT SCHEDULE NOTES:1. ALL PLANT MATERIAL SHALL COMPLY WITH THE SIZING AND GRADING STANDARDS AS SETFORTH IN THE MOST CURRENT EDITION IF ANSI Z60.180 - AMERICAN STANDARD FOR NURSERYSTOCK.2. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE PROJECTLANDSCAPE ARCHITECT.3. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLAN SHALL BE THERESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.4. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO PLANT INSTALLATION. CONTRACTORSHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY THEIR WORK.5. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD FOR APPROVAL BYPROJECT LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE PRIOR TOINSTALLATION.6. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF TRIPPLE SHREDDEDHARDWOOD MULCH. REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE OFMULCH7. ALL PROPOSED TREES WITHIN SIGHT TRIANGLES TO BE LIMBED UP TO CLEAR SIGHTOBSTRUCTION.8. ALL PLANTING PER CITY OF CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS(CMLDS) AND LANDSCAPE CONSTRUCTION STANDARDS.CHARLOTTE URBAN FORESTRY - TREE PLANTING AND PRESERVATION REQUIREMENTSPLANT MATERIAL1. MINIMUM TREE SIZE AT PLANTING IS 2” CALIPER AND 8' TALL FOR SINGLE-STEM TREES. ALL MULTI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, ANDMINIMUM 10' TALL. WHERE 3” SINGLE-STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10' TALL, IF MULTI-STEM TREES ARE SPECIFIED THENTHEY SHALL BE A MINIMUM OF 12' TALL.2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS MULTI-STEM TREES ARE SPECIFIED. ALLREQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL-DEVELOPED BRANCHES, BE VIGOROUS AND HAVEFIBROUS ROOT SYSTEMS. TREES WITH MAJOR GIRDLING ROOTS WILL NOT BE ACCEPTED. TREES WITH CO-DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVEBEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTSAND CRACKS. ALL PRUNING CUTS GREATER THAN ½ INCH DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BEMORE THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORETHAN 2” OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED (CLDS.40.09).3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICANNURSERY & LANDSCAPE ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY.4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION.5. PERIMETER TREES IN URBAN ZONES SHALL BE 3” IN CALIPER AND BE FREE OF BRANCHES UP TO 6' FROM THE TOP OF ROOT CROWN (BALL).6. A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIESPURSUANT TO THE TREE ORDINANCE GUIDELINES.7. 75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS.PLANTING REQUIREMENTS8. SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS.9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FOR APPROVED STAKING METHOD/MATERIALS.10. ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING.11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL ANDAMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).12. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST AND/OR NCDOT.13. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT: HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES.UTILITY ISSUES14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE SAVE AREA(S), CALL URBAN FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITYINSTALLATION.15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES.16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES.18. NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS.19. COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30' FROM A TREE. PEDESTRIAN SCALE LIGHTING (≤ 15' IN HEIGHT) MUST BE A MINIMUMDISTANCE OF 15' FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN.TREE SAVE AND PRESERVATION20. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.21. SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL, GRADING AND LANDSCAPE PLAN SHEETS.22. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BERELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT.23. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL,SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO.24. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT.25. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT.26. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST [phone].28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION OR TEMPORARY BUILDING ERECTION THAT MAY IMPACT CHARLOTTE TREEORDINANCE PROTECTED TREES OR TREE SAVE AREAS, INCLUDING TREES LOCATED IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO:ENCROACHING WITHIN TREE DRIP-LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.GENERAL29. SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP://CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS BEFORETHE CO/HOLD RELEASE IS NEEDED.30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN FORESTRY REQUIREMENTS: HTTP://CHARLOTTENC.GOV/LD THENCLICK TREES.