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HomeMy WebLinkAbout20231022 146 Adams SUP Modification PlansCOVERS-1SURVEY- [ Map of Lands of MD Barns, LLC ]By Thompson Flemming Land SurveyorsL-1.0SITE PREP, DEMO & ESC PLANL-2.0LAYOUT & MATERIALS PLANL-3.0GRADING, DRAINAGE & UTILITY PLANL-4.0 EXISTING BUILDING & PROPOSED ADDITION IMAGEPrivate Horse Barn ExpansionSite Plan and Special Use Permit Modification146 Adams Street, Saratoga Springs, NY 12866SHEET INDEX:CITY OF SARATOGA SPRINGS STANDARD NOTES1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES ANDREGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM,1929.3.THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEWAND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATUREON FINAL PLAN.4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANYCONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THECOST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEERPRIOR TO CONSTRUCTION.6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRETRUCK THAT THE FIRE DEPARTMENT DESIGNATES.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORKWITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OFSEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSOAPPLY.10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THEAPPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HASBEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.PROJECT LOCATION MAPSCALE: N.T.S.PROJECT VICINITY MAPSCALE: N.T.S.SITE / CIVIL:APPLICANT:Michael Dubb200 Robbins Lane, Suite D-1Jericho, NY 11753PROJECTSITEJACKSON STPROJECTSITECRESCENT STSARATOGARACE COURSEGRIDLEY STADAMS STDecember 12, 2023Planning Board # 2023XXXXTAX PARCEL #179.29-2-17PARCEL SIZE:± 33,812 S.F.ZONING DISTRICT:INSTITUTIONAL HORSE TRACK RELATED (INST-HTR)USE:HORSE BARNAREA / BULK REQUIREMENTSREQUIREDEXISTINGPROPOSEDMINIMUM LOT SIZE:20,000 S.F.33,812 S.F.MINIMUM LOT WIDTH:100'156.5'MAX. BUILDING COVERAGE:45%30.5%37.0%MAX. % IMPERVIOUS SURFACE:80%35%42%MAX. BUILDING HEIGHT:60'30'-6"30'-6"SETBACKSFRONT:30' * 30'REAR:30' (C) *50'INTERIOR SIDE:12' (E) *40'CORNER:30' *30'PARKING * 1 PER 2 STALLS 4 SPACES (SEE BELOW)3 SPACES(C) FIFTY FEET IF LOT ABUTS A RESIDENTIAL DISTRICT.(E) FORTY FEET IF LOTS ABUTS A RESIDENTIAL.* PARKING NOTE: PREVIOUS ZONING CODE 1 SPACE PER 10 STALLS. CURRENT ZONING CODE 1 SPACE PER 2 STALLS. 3 SPACES AREPROPOSED, COMPLIANT WITH WHAT EXISTS, FOR A TOTAL OF 7 SPACES.SITE STATISTICS:BOWMAN STS JACKSON STADIRONDACK STJACKSON STADAMS STBOWMAN STS JACKSON STADIRONDACK STNELSON AVEMONROE STMADISON STGRIDLEY STPrior Variances - Issued June 2, 2004 *SPECIAL USE PERMIT- Issued April 6, 2005 S-1 Adams Street Jackson StreetGridley StreetREMOVE EXISTINGWALKING RINGREMOVE CONCRETEWASH PADREMOVESPRINKLER HEADREMOVE EXISTINGTREES2L-1.0TEMPORARY STOCKPILE1L-1.0TREE PROTECTION6.0 '3L-1.0SILT FENCEEXISTINGGRAVEL LOT21MAX.NOTES:1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BEAPPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK.2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET.3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PERCORRESPONDING DETAIL.4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE.16" ABOVEGRADE6"BELOW GRADE10' MAX. ℄ TO ℄36" MIN., 2" HARDWOOD FENCE POSTS,DRIVEN MIN. 16" INTO GROUND2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POSTFILTER FABRICFLOW6"MIN.EMBED FILTER CLOTH MIN. 6" INTO GROUNDSECTIONPERSPECTIVEVIEWFILTER FABRIC; FASTENED SECURELYTO FENCE POSTS W/ STAPLESFLOWFLOWCONSTRUCTION SPECIFICATIONS:1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEELEITHER "T" OR "U" TYPE OR HARDWOOD.2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT.5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING.Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Michael Dubb200 Robbins Lane, Suite D-1Jericho, NY 11753G:\Proj-2023\2023094_Dubb_Horse_Barns_Expansion\2023094CAD\L-1.0_Site Prep and Demo.dwg Private HorseStable Expansion146 Adams StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023094EXISTINGCONDITIONS & SITE PREPARATION PLANL-1.0CMIJTMMCB12/12/20231"=20'105101520200Scale: 1" = 20'1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGEPRE-CONSTRUCTION MEETING WITH OWNER/OWNER'SREPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS,THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTIONSCHEDULE.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERALSURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICEREQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUNDUTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED.3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANYEARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTESAND DETAILS.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENTOR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITYCOMPANY AND PAY ALL ASSOCIATED COSTS.1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE ANDOUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS.2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALLEXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS ANDDRIVEWAYS.3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROLDEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES INACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCDWITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT,PERSONS, AND PROPERTY FROM DAMAGE.4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGEA CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TOIDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NOCLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTINGCONDITIONS TO BE PRESERVED.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OFALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THELENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM,INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECTPLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BEPARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TOTREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BESTORED BENEATH TREES TO BE SAVED.6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREEPROTECTION FENCING FOR APPROVAL BY THE OWNER'SREPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS.7.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEWCONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BESAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTEDUNTIL ABUTTING MATERIALS ARE INSTALLED.1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATEWITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BEREMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OFMATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BEDONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALLLOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLEREGULATIONS.2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTHTO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS ASAPPLICABLE UNLESS OTHERWISE NOTED.3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALLBE CAREFULLY REMOVED AND STORED AS DIRECTED BY THEOWNER'S REPRESENTATIVE.4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THEFILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM ANDSATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THEREMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOTDAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TOFULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCINGEXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BEREMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'SREPRESENTATIVE.SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES:LEGENDPlanning Board # 2023XXXXREMOVE CONCRETEREMOVE WALKING RINGREMOVE ITEMSILT FENCEPROPERTY LINELIMIT OF DISTURBANCETREE PROTECTIONScale: NTSSILT FENCE3Scale: NTSTREE PROTECTION1Scale: NTSTEMPORARY STOCKPILE2 Adams Street Jackson StreetGridley Street30'FRONT SETBACK30'FRONT SETBACK40' SIDE SETBACK 50'REAR SETBACK40' INTERIOR SIDE SETBACK 30' CORNER SIDE SETBACK 123456781234567BUILDINGCURVEEXISTING BARN (28 STALLS)PROPOSED BARNADDITION (8 STALLS)1184 SFPROPOSED STONE DUSTWALKING RINGEXISTINGROOF LINEPROPOSED ROOFADDITION 2294 SFEXISTING GATEEXISTING ASPHALTDRIVEWAYEXISTING FENCECONCRETEWASH PAD, TYP.TOP DROSS EXISTINGGRAVEL LOTRELOCATED 5' X 9'CONCRETE WASH PADNEW ASPHALTPARKING STALL12.5'BREEZEWAY8.00'18.00'9.00'18.00'NEW GRAVEL PARKINGAREA FOR 3 CARS TO BEINSTALLED IF NEEDEDEXISTING STALLS10.0'STONE DUSTBREEZEWAY6.00'DRYWELL: DW-1RIM: 308.023.60'ACCESSIBLEPARKING SIGNRESTORE LAWNWITHIN LIMIT OFDISTURBANCEUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Michael Dubb200 Robbins Lane, Suite D-1Jericho, NY 11753G:\Proj-2023\2023094_Dubb_Horse_Barns_Expansion\2023094CAD\L-2.0_Layout & Materials.dwg Private HorseStable Expansion146 Adams StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023094LAYOUT &MATERIALS PLANL-2.0CMIJTMMCB12/12/20231"=20'105101520200Scale: 1" = 20'1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEWYORK STATE REGISTERED SURVEYOR ENGAGED BY THECONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANYDISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TOTHE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISENOTED.4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TOFACE OR BOTTOM OF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPALOFFICIALS.6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKEDBY THE CONTRACTOR AND APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITEIMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BYTHE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.8.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES,DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OFPROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREEROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTORSHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL &HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.LAYOUT NOTES:LEGENDPlanning Board # 2023XXXXPROPERTY LINECONCRETEASPHALT PAVEMENTGRAVELLIMIT OF DISTURBANCE (0.23 AC)LAWN Adams Street Jackson StreetGridley Street123456781234567308309308FFE = 309.13309.03309.03309.03309.03309.0309.0FFE = 309.13309.17309.06309.0308.92DRYWELL: DW-1RIM: ± 308.01L-3.0FINISHED GRADEPRECAST CONCRETE RISER RINGSET IN FULL BED OF MORTARFRAME AND GRATECRUSHED STONENYSDOT TABLE 703-4SIZE 3GEOTEXTILESEPARATIONFABRIC, TOP ANDSIDES ONLY12"PRECAST CONCRETEDRYWELL FOOTINGPRECAST CONCRETEDRY WELL8"24" DIA.4'4'12" (MIN.)Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Michael Dubb200 Robbins Lane, Suite D-1Jericho, NY 11753G:\Proj-2023\2023094_Dubb_Horse_Barns_Expansion\2023094CAD\L-3.0_Grading Drainage & Utility.dwg Private HorseStable Expansion146 Adams StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023094GRADING, DRAINAGE,& UTILITY PLANL-3.0CMIJTMMCB12/12/20231"=20'105101520200Scale: 1" = 20'Planning Board # 2023XXXXLEGENDPROPERTY LINELIMIT OF DISTURBANCE (0.23 AC)EXISTING WATEREXISTING SANITARY1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATEDXX/XX/XX PERFORMED BY ______________.2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORKSTATE LICENSED LAND SURVEYOR.3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKSPRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKSSHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BYCONSTRUCTION.4.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCHTO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY DISCREPANCIESNOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'SREPRESENTATIVE PRIOR TO CONTINUING WORK.5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOTEXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWINGTHIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSHAND IN ACCORDANCE WITH ADA GUIDELINES.7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE.8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEETTHE LINE AND GRADE OF THE EXISTING PAVING.9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREASAND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWNADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALLBE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TOEXISTING UTILITY LINES OR STRUCTURES INCURRED DURINGCONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULLDEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATIONAND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITEWITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BESTOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OFDELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", ANDSHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS ANDDETAILS.13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROMSTRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREEFROM IRREGULAR SURFACE CHANGES.14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TOREMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BYCONTRACTOR SHALL BE REPLACED IN KIND.15.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES ANDORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAINSIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETIONOF BACKFILLING.16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISHGRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH ASLIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY ANDSITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS ORAS DIRECTED BY THE OWNER'S REPRESENTATIVE.17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING,PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOMOF SLOPES.18.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTINGDRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS,DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINEDCONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROMCONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THEEXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARYFACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BYOWNER'S REPRESENTATIVE.19.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISHGRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH ASLIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY ANDSITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS ORAS DIRECTED BY THE OWNER'S REPRESENTATIVE.20.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OFFINISHED GRADE UNLESS OTHERWISE NOTED.21.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BECONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2FOOT (HORIZONTAL).GRADING NOTES:DRYWELLScale: NTSDRYWELL1