HomeMy WebLinkAboutSite PlansSHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUS1.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL LAWS AND REGULATIONS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND VERIFYINGTHAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVECITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.3.THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETEINVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/ORPRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING CONSTRUCTION.4.THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE PLANSARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFYALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO STARTINGCONSTRUCTION ACTIVITIES.5.ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFOREOR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER OF RECORD PRIOR TO CONSTRUCTION SO THAT REDESIGNOR CLARIFICATION MAY OCCUR.6.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCOMMENCING WITH WORK. NOTIFY THE CITY OF ANY DISCREPANCYBETWEEN THE PLANS AND ACTUAL SITE CONDITIONS. NO WORK SHALL BEDONE IN AREAS WHERE SUCH DISCREPANCIES EXIST. THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUETO FAILURE TO GIVE SUCH NOTIFICATION.7.CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURINGCONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALLAPPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES.8.CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TOPROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS AS WELL AS ANYDISCOVERED DURING THE CONSTRUCTION PROCESS.9.THE LIMIT OF CONSTRUCTION LINE SHOWN DEFINES THE LIMITS OF WORKIN THIS CONTRACT. THERE MAY BE INSTANCES WHERE EROSIONPROTECTION DEVICES AND UTILITY SYSTEMS EXTEND BEYOND THEPROJECT LIMITS LINE IN ORDER TO SUCCESSFULLY COMPLETEOPERATIONS AND/OR TIE INTO ADJACENT SYSTEMS.10.THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES AFFECTED BYTHE CONSTRUCTION OPERATIONS CLEAN AND FULLY OPERATIONAL AT ALLTIMES.11.MAINTAIN ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES(SILT FENCE, ORANGE GEO FENCE AND/OR OTHER MEASURES) DURINGCONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TOMINIMIZE ADVERSE IMPACTS TO THE ADJACENT WATER BODIES, SURFACESAND STORM SEWERS ACCORDING TO ALL APPLICABLE FEDERAL/STATELAWS AND REGULATIONS. SEE CIVIL PLANS FOR FULL EROSION CONTROLMEASURES AND MAINTENANCE DURING CONSTRUCTION.12.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCOMMENCING WITH WORK. NOTIFY THE CITY OF CARMEL OF ANYDISCREPANCY BETWEEN THE PLANS AND ACTUAL SITE CONDITIONS. NOWORK SHALL BE DONE IN AREAS WHERE SUCH DISCREPANCIES EXIST. THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARYREVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.13.REPORT ALL EXISTING DAMAGE OF EXISTING SITE IMPROVEMENTS PRIORTO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLSUBSEQUENT DAMAGE. CONTRACTOR SHALL PROTECT, BY WHATEVERMEANS NECESSARY, THE EXISTING SITE IMPROVEMENTS TO REMAIN. ALLDAMAGED ITEMS SHALL BE REPLACED OR REPAIRED AT NO ADDITIONALCOST TO THE OWNER. NOTIFY THE CITY OF TERRE HAUTE IMMEDIATELY IFANY DAMAGE OCCURS.14.ALL AREAS WITHIN THE DRIPLINES OF EXISTING TREES TO REMAIN FREE OFCONSTRUCTION MATERIALS, DEBRIS, VEHICLES AND FOOT TRAFFIC AT ALLTIMES. SEE DEMOLITION SHEETS FOR TREE PROTECTION INFORMATION.15.CONTRACTORS SHALL COORDINATE ALL WORK WITH RELATED TRADES ANDTHE GENERAL CONSTRUCTION OF THE PROJECT SO AS NOT TO IMPEDE THEPROGRESS OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK.16.EACH CONTRACTOR SHALL VERIFY THE CONDITION AND COMPLETENESSOF ALL WORK PERFORMED BY OTHERS IN RELATION TO HIS/HER PROJECTWORK RESPONSIBILITIES INCLUDING THE CHECKING OF EXISTINGELEVATIONS OR STRUCTURES PRIOR TO INITIATING CONSTRUCTION. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OF TERRE HAUTE IFANY SITE CONDITIONS ARE INCOMPLETE, MISSING OR DAMAGED..17.CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACHWORKING DAY. ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BESTORED IN AN ORGANIZED FASHION. ALL CONSTRUCTION DEBRIS ANDREMOVED ITEMS SHALL BE DISPOSED OF LEGALLY OFF-SITE UNLESSOTHERWISE INDICATED ON THE DRAWINGS18.THE PLANS ASSUME THAT THE LAYOUT AND STAKING WILL BEACCOMPLISHED USING TOTAL STATIONING / DIGITAL METHODS. ANYINFORMATION PROVIDED IS INTENDED TO SUPPORT INFORMATIONALREADY CONTAINED IN CAD FILES USED FOR DOCUMENTING LAYOUT ANDSTAKING. CAD FILES DELINEATING ALL GRADING AND HARDSCAPEELEMENTS SHOWN IN THESE PLANS CAN BE PROVIDED TO THECONTRACTOR UPON REQUEST.19.CONTRACTOR SHALL EMPLOY SKILLED PERSONNEL AND USE EQUIPMENTNECESSARY TO ENSURE THAT ALL WORK IS PROFESSIONALLY ANDPROPERLY INSTALLED AND IN FULL COMPLIANCE WITH THE PLANS ANDDETAILS.20.THE CONSTRUCTION SITE WITHIN THE LIMIT OF WORK MUST BE FENCEDAND SECURED DURING CONSTRUCTION.ACACREABCAGGREGATE BASE COURSEADAAMERICANS WITHDISABILITIES ACTAGGRAGGREGATEALTALTERNATEAPPROXAPPROXIMATEASPHASPHALTASSYASSEMBLYBCBACK OF CURBBLDGBUILDINGBLTBUILTBMBENCHMARKBNRYBOUNDARYBOBLOW OFFC/CCENTER TO CENTERCBCATCH BASINCCTVCLOSED CIRCUITTELEVISIONCFSCUBIC FEET PER SECONDCHKVCHECK VALVECICAST IRONCIRCIRCULARCJCONSTRUCTION JOINT ORCONTROL JOINTCLCENTER LINECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITCNDCONDUITCOCLEANOUTCOMMCOMMUNICATIONCONCCONCRETECONSTCONSTRUCT ORCONSTRUCTIONCORCORNERCTRCENTERCTRLCONTROLCTVCABLE TELEVISIONCFCUBIC FEETCYCUBIC YARDCVCONTROL VALVEDADRAINAGE AREADATDATUMDBLDOUBLEDDCVDOUBLE DETECTOR CHECKVALVEDEGDEGREEDEMODEMOLITIONDEPTDEPARTMENTDIDROP INLETDIADIAMETERDIFFDIFFERENCE ORDIFFERENTIALDIMDIMENSIONDIPDUCTILE IRON PIPEDISTDISTANCEDOMDOMESTICDOTDEPARTMENT OFTRANSPORTATIONDSDOWNSPOUTDWDOMESTIC WATEREAEACHECEDGE OF CURBEGEXISTING GRADEEJEXPANSION JOINTELEVELEVATIONEPEDGE OF PAVEMENT(PAVING)EPAENVIRONMENTALPROTECTION AGENCYESMTEASEMENTEQEQUALEQL SPEQUALLY SPACEDEQUIPEQUIPMENTEQUIVEQUIVALENTESEDGE OF SHOULDERESMTEASEMENTEWEND WALLEXEXISTINGEXPEXPANSIONF/FFACE TO FACEFESFLARED END SECTIONFFEFINISH FLOOR ELEVATIONFHAFIRE HYDRANT ASSEMBLYFNCFENCEFOCFACE OF CURBFPMFEET PER MINUTEFPSFEET PER SECONDFPWFIRE PROTECTION WATERSUPPLYFSPFIRE STANDPIPEFTFEET OR FOOTGNATURAL GAS OR GAS LINEGAGAGEGALGALLONGENGENERATORGPDGALLONS PER DAYGTGREASE TRAPGVGATE VALVEGUTGUTTERHBHOSE BIBBHCHANDICAP ORHANDICAPPEDHDPEHIGH DENSITYPOLYETHYLENEHDWLHEADWALLHHHAND HOLEHORIZHORIZONTALHPHIGH POINTHTHEIGHTHWYHIGHWAYHYDHYDRANTIEINVERT ELEVATIONINCLINCLUDEDINFOINFORMATIONINVINVERTLATLATITUDELFLINEAR FEET (FOOT)LOCLOCATIONLONGLONGITUDE ORLONGITUDINALLOSLINE OF SIGHTLPLOW POINT OR LIGHT POLELTLEFTMAXMAXIMUMMEGMEET EXISTING GRADEMEMOMEMORANDUMMHMANHOLEMINMINIMUMMISCMISCELLANEOUSMULTMULTIPLEMUTCDMANUAL ON UNIFORMTRAFFIC CONTROL DEVICESNANOT APPLICABLENICNOT IN CONTRACTNONUMBERNRCPNON-REINFORCEDCONCRETE PIPENTPNOTICE TO PROCEEDNTSNOT TO SCALEOCON CENTERPARPARALLELPAVTPAVEMENTPBPULL BOXPCPOINT OF CURVEPCCPOINT OF COMPOUNDCURVEPCCPCONCRETE PAVEMENTPEPOLYETHYLENE (PLASTIC)PERFPERFORATEDPERIMPERIMETERPERMPERMANENTPERPPERPENDICULARPGPROFILE GRADEPHPHASEPIPOINT OF INTERSECTIONPIVPOST INDICATOR VALVEPLPROPERTY LINEPPPOWER POLE ORPOLYPROPYLENEPRPROPOSEDPREVPREVIOUSPRCPOINT OF REVERSE CURVEPRKGPARKINGPROJPROJECTPROPPROPERTYPRVPRESSURE RELIEF VALVEPSIPOUNDS PER SQUARE INCHPSLPIPE SLEEVEPTPOINT OF TANGENCYPVCPOLYVINYL CHLORIDE(PLASTIC)RRADIUSRCREINFORCED CONCRETERCBREINFORCED CONCRETEBOXRCPREINFORCED CONCRETEPIPERDROAD OR ROOF DRAINRDCREDUCERREQREQUIRE OR REQUIREDRFIREQUEST FORINFORMATIONROWRIGHT OF WAYTREE PROTECTIONSANITARY SEWERTOP OF CURBGUTTERSANITARY FORCE MAINSANITARY STRUCTURESTORM STRUCTURESWATER TEE, BENDSWATER MAIN VALVESPOT ELEVATIONGAS MAINFIBER OPTICROOF DRAINCENTERLINEPARKING BUMPERUNDER DRAINSUPER SILT FENCETOP OF CURBEDGE OF PAVEMENTRRRAILROADRTRIGHTSANSANITARYSBSPLASH BLOCKSCHSCHEDULESDSTORM DRAINSDLSADDLESECTSECTIONSEPSEPARATESFSQUARE FOOT (FEET)SGLSINGLESHLDRSHOULDERSOVSHUT OFF VALVESPECSPECIFICATIONSFSQUARE FEETSSSANITARY SEWERSTASTATIONSTDSTANDARDSTMSTEAMSURFSURFACESURVSURVEYSWSIDEWALKSYSQUARE YARDTTELEPHONETBMTEMPORARY BENCHMARKTB-XXTEST BORING-XX (E.G., TB-01)TDTRENCH DRAINTETOP ELEVATIONTEMPTEMPORARYTHKTHICKNESSTOBTOP OF BANKTOCTOP OF CURBTOPOTOPOGRAPHYTOSTOE OF SLOPETPTELEPHONE POLETYPTYPICALTWTOP OF WALLUDUNDERDRAINUPUTILITY POLEUTILUTILITYUSGSU.S. GEOLOGICAL SURVEYVARVARIESVBVALVE BOXVCVERTICAL CURVEVERTVERTICALVIFVERIFY IN FIELDVOLVOLUMEWWATER LINEWMWATER METER OR WATER MAINWTWATER TABLEWTRWATERWWWASTE WATERWWFWELDED WIRE FABRICXFMRTRANSFORMERTEMPORARY SEEDINGCONSTRUCTION STAGINGAREAHEAVY DUTYASPHALT LIMITSGENERAL SITE ABBREVIATIONSGENERAL NOTESCONSTRUCTION FENCEUNDERGROUND ELECTRICSTORM SEWERWATER MAINUNDERGROUNDCOMMUNICATIONSDIRECTION OF FLOWMATCH EXISTING GRADEINLET PROTECTIONCONCRETE WASHOUT AREAPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURSILT FENCECLEANOUTFIRE HYDRANTFIRE MAINFEMA FLOOD ZONEWATER MAIN REDUCERPROPOSED LEGENDGENERAL SITE ABBREVIATIONSCONCRETE LIMITSLIGHT DUTYASPHALT LIMITSASPHALT RESURFACINGLIMITSGRAVEL LIMITSBUILDING LIMITSLIGHT POLESIGNLPGENERAL NOTESG1.00
SEA Group, Land Surveyors
SEA Group, La
n
d
S
ur
v
e
y
o
r
s TYP.TYP.TYP.55573666666TYP.6TYP.6TYP.11233334444446899CONSTRUCTION LIMITSCONSTRUCTION LIMITSEXISTING BUILDING555110412121113131212121.IN AREAS WHERE PAVING OR CONCRETE SLABS ARE BEING REMOVED ANDLAWN OR PLANTING AREAS ARE PROPOSED, CONTRACTOR SHALL EXCAVATETO SUBGRADE MATERIAL. CONTRACTOR SHALL DISPOSE OF EXCAVATEDMATERIAL. CONTRACTOR SHALL DISPOSE OF EXCAVATED MATERIALOFF-SITE AT APPROVED DISPOSAL SITES ONLY, UNLESS SHOWN OTHERWISE.REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ONPLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS.SAWCUT ALL EXISTING PAVED AREAS TO BE REMOVED. ALL CUTS SHALL BECLEAN, NEAT AND TRUE TO LINE. WHERE PLANT MATERIAL IS PROPOSED TOREPLACE REMOVED CONCRETE AND ASPHALT, CONTRACTOR SHALL REMOVEALL NON-ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITHPROPOSED PLANT MATERIAL.2.ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT ORBUILDING AREAS REQUIRING REMOVAL SHALL BE BACKFILLED COMPLETELYWITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THELANDSCAPE DESIGNER/CIVIL ENGINEER.3.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS IN A LEGALMANNER.4.CATCH BASINS, SEWER INLETS, ETC. ARE TO BE PROTECTED FROM DEBRISAND SEDIMENTATION DURING DEMOLITION. INSTALL FILTER FABRIC UNDERANY INLET CASTINGS ON OR OFF SITE THAT RECEIVE STORM WATER FROMTHE SITE BEFORE ANY DEMOLITION OR EARTHWORK ACTIVITIES COMMENCE.5.IF ANY DISCREPANCIES OCCUR BETWEEN CONSTRUCTION DOCUMENTS ANDSITE CONDITION DURING DEMOLITION, CONTACT ARCHITECT/ENGINEERIMMEDIATELY.DEMOLITION PLAN NOTESPLANSCALE: 1" = 20'-0"DEMOLITION PLAN1SCALE IN FEET020'40'NSHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSDEMOLITION PLANC1.00REMOVE EXISTING CHAIN-LINK FENCE AND POSTFOUNDATIONS.REMOVE EXISTING CONCRETE TRUCK RAMP.REMOVE EXISTING CONCRETE PAVEMENT.REMOVE EXISTING CONCRETE CURB AND GUTTER.SAWCUT AND REMOVE EXISTING ASPHALTPAVEMENT.REMOVE EXISTING PAVEMENT STRIPING VIA SANDBLASTING.REMOVE EXISTING GRAVEL BED.REMOVE EXISTING AIR-CONDITIONING UNITS,COORDINATE WITH PLUMBING PLANS.REMOVE EXISTING LIGHT POLE AND FOUNDATION,STORE ONSITE FOR REUSE.MODIFY EXISTING ENTRANCE SIGN, REFER TOSHEET C2.00.INSTALL TREE PROTECTION AROUND EXISTINGTREES, REFER TO SHEET C2.01 - DETAIL X.CLEAR UNDERSTORY.REMOVE TREE TRUNK AND ROOT BALL.DEMOLITION KEYNOTES AND LEGEND12345678910111213NOTEALL AREAS DISTURBED BYCONSTRUCTION TO RECEIVEPERMANENT GRASS SEED
SEA Group, Land Surveyors
SEA Group, La
n
d
S
ur
v
e
y
o
r
s RENOVATED FITNESS FACILITY(ADDITION SHOWN)DYNADOMETYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.SEE ENLARGED HYDROGENTANK STORAGE AREA SITEPLAN ON THIS SHEETPLANSCALE: 1" = 20'-0"SITE PLAN1SCALE IN FEET020'40'N1.ALL DIMENSIONS SHOWN ARE IN FEET AND INCHES UNLESS OTHERWISENOTED.2.DO NOT SCALE DRAWINGS. UTILIZE DIMENSIONS INDIDICATED ON THE PLANS.3.ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF WALL, OR FACEOF CURB UNLESS OTHERWISE NOTED.4.WALKWAYS AND HARDSCAPE ELEMENTS INDICATED AS CURVILINEAR SHALLHAVE SMOOTH CONTINUOUS CURVES.5.UNLESS INDICATED OTHERWISE, ALL WALKWAYS ABUT AT 90 DEGREEANGLES.6.ALL CONCRETE CORING SHALL BE PARALLEL, PERPENDICULAR, OR TANGENTTO ADJACENT IMPROVEMENTS UNLESS OTHERWISE NOTED.7.PROVIDE ISOLATION JOINTS WHERE CONCRETE PAVING OR PAVING BASEMEETS A FIXED STRUCTURE (EXISTING AND PROPOSED).8.PROVIDE FLUSH CONDITIONS AT JUNCTURE OF ALL WALKWAYS.9.CONTROL JOINTS SHALL BE EQUALLY DISTRIBUTED ACROSS CONCRETESURFACE AND SPACED 5 FOOT APART MAX, AS INDIDCATED ON DRAWINGS.SITE PLAN NOTESSITE PLAN KEYNOTES AND LEGEND1.CONCRETE SIDEWALK, SEE SHEET C2.01 - DETAIL 12.INTEGRAL CONCRETE SIDEWALK AND CURB, SEESHEET C2.01 - DETAIL 23.INTEGRAL CONCRETE FLUSH SIDEWALK AND CURB,SEE SHEET C2.01 - DETAIL 34.CONCRETE CURB AND GUTTER, SEE SHEET C2.01 -DETAIL 45.CONCRETE TRANSITION CURB, SEE SHEET C2.01 -DETAIL 56.CONCRETE CURB RAMP, SEE SHEET C2.01 - DETAIL 67.CONCRETE RAMP WITH ADA HANDRAIL, SEE SHEETC2.01 - DETAIL 78.HEAVY-DUTY CONCRETE PAVEMENT, SEE SHEETC2.01 - DETAIL 89.ASPHALT PAVEMENT, SEE SHEET C2.01 - DETAIL 910.HANDICAP PARKING SIGN AND FOUNDATION, MUTCDR7-8 - SEE SHEET C2.01 - DETAIL 1011.HANDICAP PARKING SYMBOL, BLUE, PAINTED, SEESHEET C2.01 - DETAIL 1112.PAVEMENT STRIPING, 4" WIDE, WHITE, PAINTED13.CONCRETE PARKING BUMPER, SEE SHEET C2.01 -DETAIL 1214.BICYCLE RACK, 12 SPACES, SEE SHEET C2.02 - DETAIL #15.SEATING BENCH, SEE SHEET C2.02 - DETAIL #16.6' CHAIN-LINK FENCE, BLACK, SEE SHEET C2.02 -DETAIL #17.10' SCREEN WALL WITH 12" FULL HEIGHTDOUBLE-SWING GATE, SEE ARCHITECTURAL PLANS18.RELOCATED LIGHT POLE WITH NEW FOUNDATION19.NEW LIGHT POLE AND FOUNDATION20.INSTALL NEW SIGN FACE, SEE IMAGE ON THIS SHEETSHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSSTANDARD SPACES:81ADA SPACES:4TOTAL:85PARKING COUNTPLANSCALE: 1" = 5'-0"TANK STORAGE AREA SITE PLAN2SCALE IN FEET0N5'10'NOTEALL AREAS DISTURBED BYCONSTRUCTION TO RECEIVEPERMANENT GRASS SEEDSITE PLANC2.00NTSMODIFIED ENTRY SIGN3DIMENSIONS: 3'x9' (HxW)FUTURE PED.CONNECTION TOTHE MONON TRAILANTICIPATED
SHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSR4"NTSASPHALT PAVEMENT9NTSCONCRETE CURB AND GUTTER4NTSCONCRETE SIDEWALK1NTSHANDICAP PARKING SYMBOL11NTSHANDICAP PARKING SIGN AND FOUNDATION10NTSCONCRETE PARKING BUMPER12NTSINTEGRAL CONCRETE SIDEWALK AND CURB2NTSINTEGRAL CONCRETE FLUSH SIDEWALK AND CURB3NTSCONCRETE TRANSITION CURB5NTSCONCRETE CURB RAMP6NTSCONCRETE RAMP WITH HANDRAIL7NTSHEAVY DUTY CONCRETE PAVEMENT81'20'1'SITE DETAILSC2.01
PRODUCT:MMCITE LOT LIMIT SL505COLOR: STANDARD RAL 7024 GRAPHITE GREYPRODUCT CONTACT:ANTHONY IMBISCUSO267-300-6995a.imbiscuso@mmcite.comSCALE: 1" = 1'-0"BIKE RACK5SCALE: NTSPAVER TYPE 1 LAY PATTERN7SMALL RECTANGLESQUARELARGE RECTANGLESCALE: 1" = 1'-0"PAVERS ON CONCRETE BASE64"4"COMPACTED AGGREGATECONCRETE BASECOMPACTED SUBGRADECONCRETE PAVER, LAIDWITH SPACERS & POLY.SAND SWEPT JOINTS.3/4"BITUMINOUS SETTING BEDWITH TAC COAT & PRIMER2" DIA. WEEP HOLE, 100' O.C.FILL WITH 14 IN. CHIPAGGREGATE, NO FINES (TYP.)6x6 W.W.M., 2" Clear (TYP.)SCALE: NTSPEDESTRIAN LIGHT9VENDOR: .HESSPRODUCT: BISHOP WHITE LEDBOLLARDCOLOR: GREY(OR APPROVED EQUAL)SHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSSITE DETAILSC2.02
SEA Group, Land Surveyors
SEA Group, La
n
d
S
ur
v
e
y
o
r
s RENOVATED FITNESS FACILITY(ADDITION SHOWN)DYNADOME829.12EX. L.P.828.00SEE ENLARGED TANKSTORAGE AREA GRADINGPLAN ON THIS SHEETEX. L.P.829.008
3
1
.
2
0
831.20831.208
3
1
.
2
0
8
3
1
.
2
0
8
3
1
.
2
0
8
3
1
.
2
0831.201.CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED AREASIS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY "BIRD BATH"CONDITIONS.2.ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.3.ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL MEETEXISTING GRADES.4.BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BECONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PERSPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TOPLACEMENT OF FILL.5.ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTERCONSTRUCTION IS COMPLETE.6.CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONALREQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE PROPOSEDSPOT GRADE ELEVATIONS.GRADING PLAN NOTESGRADING LEGENDTOP OF CURBEDGE OF PAVEMENTPROPOSED MINOR CONTOURSPOT ELEVATIONMATCH EXISTING GRADEDRAINAGE SWALE CENTERLINEGRADING LIMITSDRAINAGE ARROWPROPOSED MAJOR CONTOURPOND LIMITSSHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSPLANSCALE: 1" = 20'-0"GRADING PLAN1SCALE IN FEET020'40'NNOTEALL AREAS DISTURBED BYCONSTRUCTION TO RECEIVEPERMANENT GRASS SEEDPLANSCALE: 1" = 5'-0"TANK STORAGE AREA GRADING PLAN2SCALE IN FEET0N2'4'GRADING PLANC3.00
153829.53UMH
357829.13UMH
40' D&UE PER INST. #85-14446
SEA Group, Land Surveyors
SEA Group, La
n
d
S
ur
v
e
y
o
r
s
10271831.24CLO
20351829.40SMH
50252832.46SMH
50289833.06SMH
RENOVATED FITNESS FACILITY(ADDITION SHOWN)DYNADOMEWSTM STM STM STM STM STM STM
STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSAN
SAN
SAN
SAN
SAN
SAN WWWWWW1.CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICEDURING CONSTRUCTION.2.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TOCONSTRUCTION TO VERIFY UTILITIES THAT MIGHT BE PRESENT ON SITE.3.THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE SHEETING,SHORTING, AND DEWATERING IN ALL TRENCHES AND EXCAVATIONS ASNECESSARY IN ACCORDANCE WITH OSHA; AND IS SOLELY RESPONSIBLE FORTHE SAFETY OF SHEETING, SHORING, AND DEWATERING.4.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING ANDSTRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTINGPIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING ANDSTRUCTURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IF ANYDISCREPANCIES ARE FOUND, THEN THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY.5.ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULESAND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALLBE WHOLLY RESPONSIBLE FOR ANY INJURIES TO HIS EMPLOYEES, AND ANYDAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THISPROJECT.6.REFER TO SHEET C7.00 FOR PROPOSED UTILITY DETAILS REFERENCED.7.WATER MAINS THROUGH THE PROJECT SHALL BE INSTALLED WITH AT LEAST48 INCHES OF COVER TO PROVIDE PROTECT FROM FREEZING.8.HORIZONTAL SEPARATION BETWEEN WATER & SEWER SHALL BE 10 FEET.9.VERTICAL SEPARATION BETWEEN WATER & SEWER SHALL BE 18 INCHES.10.WATER MAIN ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGSAVAILABLE FOR DUCTILE IRON PIPE. JOINT DEFLECTIONS SHALL NOT EXCEED75 PERCENT OF MANUFACTURER'S RECOMMENDED DEFLECTION.11.CONTRACTOR SHALL ADJUST WATER MAIN ALIGNMENT AND DEFLECT JOINTSAS NECESSARY TO ACCOMMODATE THE STANDARD BENDS SHOWN.12.MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF STRUCTURE TOCENTER OF STRUCTURE.13.QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THECONTRACTOR.UTILITY PLAN NOTESSHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSPLANSCALE: 1" = 20'-0"UTILITY PLAN1SCALE IN FEET020'40'NUTILITY PLAN KEYNOTES AND LEGEND1.NEW FIRE HYDRANT, SHALL MEET ALLREQUIREMENTS OF THE CARMEL FIRE DEPARTMENT2.NEW FIRE DEPARTMENT CONNECTION POINT, SHALLMEET ALL REQUIREMENTS OF THE CARMEL FIREDEPARTMENT3.RELOCATED LIGHT POLE WITH NEW FOUNDATION,SEE SHEET C5.01 - DETAIL #4.NEW LIGHT POLE AND FOUNDATION, SEE SHEETC5.01 - DETAIL #5.NEW FIRE/WATER SERVICE, SHALL MEET ALLREQUIREMENTS OF THE CARMEL FIRE DEPARTMENTNOTEALL SHOWN UTILITY ROUTES ARE GISINTERPRETED AND NOT FIELDVERIFIED.UTILITY PLANC4.00NOTEALL AREAS DISTURBED BYCONSTRUCTION TO RECEIVEPERMANENT GRASS SEED
SEA Group
,
L
a
n
d
S
u
r
v
ey
o
r
s
SEA Group
,
L
a
n
d
S
u
r
v
ey
o
r
s
6"
6"
6"
13"
5"
7"
7"
14"RENOVATED FITNESS FACILITY(ADDITION SHOWN)DYNADOMEDO NOT DISTURB EXISTINGDRAINAGE DITCH1.EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED PRIORTO BEGINNING CONSTRUCTION.2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE INPORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVETEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THANFOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THATPART OF THE SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS.3.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BEREQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALLDISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITHGRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.4.EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BEMAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER COMPLETIONOF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL DEVICES WHERE AGOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION IS NOLONGER EVIDENT. REMOVAL OF THE REMAINING DEVICES SHALL OCCUR ASOTHER AREAS ARE ESTABLISHED.5.EROSION CONTROL MEASURES SHALL BE INSPECTED EVER SEVEN (7) DAYSOR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2)INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED ORREPLACED IMMEDIATELY.6.ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERALCONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED INACCORDANCE WITH THE SPECIFICATIONS.7.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THETRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL DAILYREMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. SEE SHEETC7.00 FOR PROPOSED EROSION AND SEDIMENT CONTROL DETAILSREFERENCED.EROSION CONTROL PLAN NOTES1.SILT FENCING, SEE SHEET C5.01 - DETAIL 12.INLET PROTECTION, SEE SHEET C5.01 - DETAIL 23.CONCRETE WASHOUT, SEE SHEET C5.01 - DETAIL 34.PERMANENT GRASS SEEDING5.LANDSCAPE BED, SEE SHEET L1.00 FOR PLANTINGPLAN6.LIMITS OF DISTURBANCEEROSION CONTROL KEYNOTESSHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSPLANSCALE: 1" = 20'-0"EROSION CONTROL PLAN1SCALE IN FEET020'40'NNOTEALL AREAS DISTURBED BYCONSTRUCTION TO RECEIVEPERMANENT GRASS SEEDEROSION CONTROLPLANC5.00
SHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSNTSSILT FENCE1NTSINLET PROTECTION2NTSCONCRETE WASHOUT3EROSION CONTROLDETAILSC5.01
SEA Group
,
L
a
n
d
S
u
r
v
ey
o
r
s
SEA Group
,
L
a
n
d
S
u
r
v
ey
o
r
s RENOVATED FITNESS FACILITY(ADDITION SHOWN)DYNADOMEMULCHED PLANTING BEDMULCHED PLANTING BEDMULCHED PLANTING BEDMULCHED PLANTINGBEDEXISTING LANDSCAPETO REMAINEXISTING LANDSCAPETO REMAINSHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSPLANSCALE: 1" = 20'-0"PLANTING PLAN1SCALE IN FEET020'40'N1.ALL BED LINES SHALL BE REVIEWED AND APPROVED BY THE CLIENT PRIOR TO INSTALLATION.2.ALL TREE LOCATIONS SHALL BE REVIEWED AND APPROVED BY THE CLIENT PRIOR TOINSTALLATION.3.ALL PLANTING PROCEDURES ARE SUBJECT TO THE REVIEW OF THE CLIENT. THE CONTRACTORSHALL CORRECT ANY DEFICIENCIES FOUND AT NO ADDITIONAL COST TO THE CLIENT.4.PLANT QUANTITIES LISTED IN SCHEDULE ARE PROJECT TOTALS, NOT SHEET. PLANS TAKEPRECEDENT OVER SCHEDULE QUANTITIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGALL QUANTITIES ON PLANS.5.IN THE EVENT THAT PLANT MATERIALS SPECIFIED ARE NOT AVAILABLE, CONTACT THE CLIENT FORAPPROVED SUBSTITUTIONS. NO SUBSTITUTIONS AS TO TYPE, SIZE, OR SPACING OF PLANTMATERIALS SPECIFIED ON THIS PLAN MAY BE MADE WITHOUT THE APPROVAL OF THE CLIENT.6.VERIFY THAT ALL PLANTING PRODUCTS, PLANT MATERIAL, AND PLANT QUANTITIES DELIVERED TOTHE SITE MATCH WHAT IS INDICATED ON THE PLANS AND SPECIFICATIONS. ALL PLANT MATERIALDELIVERED TO THE SITE IS SUBJECT TO THE REVIEW OF THE CLIENT BEFORE, DURING AND AFTERINSTALLATION.7.PROTECT ALL PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALLS,TRUNKS, BRANCHES AND THE DESICCATION OF LEAVES. PROTECT ALL PLANT MATERIAL DURINGSHIPPING WITH SHADE CLOTH OR SHIP WITH ENCLOSED TRANSPORT. MAINTAIN PROTECTIONSAND HEALTH OF PLANT MATERIAL STORED ON SITE. HANDLE ALL TREES WITH NYLON STRAPS. NOCHAINS OR CABLES WILL BE ALLOWED. DAMAGED PLANTS WILL BE REJECTED AND REMOVEDIMMEDIATELY FROM THE SITE.8.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, WELL-FORMED, TRUE TO SPECIES, HARDENEDOFF WITH VIGOROUS ROOT SYSTEMS, FULL CROWN AND CANOPIES, FREE FROM DISEASE, PESTSAND INSECTS, AND DEFECTS SUCH AS KNOTS, SUN SCALD, WINDBURN, LEAF DIS-COLORATION,IRREGULAR BRANCHING OR INJURIES, AND SHALL COMPLY WITH THE LATEST EDITION OF THEAMERICAN STANDARD FOR NURSERY STOCK.9.ALL PLANT MATERIALS, INCLUDING RELOCATED PLANT MATERIAL, SHALL BE PLANTED IN APROFESSIONAL MANNER TYPICAL TO THE INDUSTRY STANDARDS OF THE AREA TO ASSURECOMPLETE SURVIVABILITY OF ALL INSTALLED PLANT MATERIALS AS WELL AS TO PROVIDE ANAESTHETICALLY APPROVED PROJECT. CONTRACTOR SHALL REFER TO THE PLANTING DETAILSFOR MINIMUM SIZE AND WIDTH OF PLANTING PITS AND BEDS, GUYING AND STAKING, MULCHING,AND OTHER PLANTING REQUIREMENTS.10.ALL PLANTING AREAS SHALL BE WEED FREE PRIOR TO PLANTING INSTALLATION.11.REMOVE ALL PLANTING AND LANDSCAPE DEBRIS FROM THE PROJECT SITE AND SWEEP ANDWASH CLEAN ALL PAVED AND FINISHED SURFACES AFFECTED BY THE LANDSCAPE INSTALLATION.12.MULCH TO BE INSTALLED IN ALL PLANT BED AREAS AT 3" DEPTH; SEE DETAIL 7 - SHEET L2.00.GENERAL PLANTING NOTESOVERALL PLANTING SCHEDULEDECIDUOUS TREESCODEBOTANICAL NAME / COMMON NAMESIZECONTSPACINGQTYREMARKSAAAcer rubrum 'Autumn Flame' / Autumn Flame Red Maple1.5" CAL.B & BPER PLANS26' CLEAR TO BASEBNBetula nigra / River Birch Multi-stem1" CAL.B & BPER PLANS3QBQuercus bicolor / Swamp White Oak2" CAL.B & BPER PLANS26' CLEAR TO BASEQRQuercus rubra / Red Oak2" CAL.B & BPER PLANS16' CLEAR TO BASETDTaxodium distichum / Bald Cypress1" CAL.B & BPER PLANS36' CLEAR TO BASEEVERGREEN TREESCODEBOTANICAL NAME / COMMON NAMESIZECONTSIZINGQTYREMARKSTIThuja occidentalis 'Emerald Green' / Emerald GreenArborvitae8'-0"B & B4' O.C.10TMThuja occidentalis 'Mission' / Mission Arborvitae8'B & B8' O.C.22DECIDUOUS SHRUBSCODEBOTANICAL NAME / COMMON NAMESIZECONTSPACINGQTYREMARKSHAHydrangea macrophylla 'All Summer Beauty' / All SummerBeauty Hydrangea5 GAL.PER PLANS9RGRhus aromatica 'Gro-Low' / Gro-Low Sumac3 GAL.PER PLANS104VMViburnum dentatum 'Blue Muffin' / Blue Muffin Viburnum5 GAL.PER PLANS1EVERGREEN SHRUBSCODEBOTANICAL NAME / COMMON NAMESIZECONTSPACINGQTYREMARKSJSJuniperus x pfitzeriana 'Sea Green' / Sea Green Juniper5 GAL.PER PLANS3ORNAMENTAL GRASSESCODEBOTANICAL NAME / COMMON NAMESIZECONTSPACINGQTYREMARKSCP2Carex pensylcanica / Pennsylvania SedgePLUG1' O.C.88CICarex morrowii 'Ice Dance' / Ice Dance Japanese Spurge1 GAL.2' O.C.26LCLiriope spicata / Creeping Lilyturf1 GAL.1' O.C.442 SFPKPennisetum orientale 'Karley Rose' / Karley Rose FountainGrass3 GAL.3' O.C.8PSPanicum virgatum 'Shenandoah' / Shenandoah SwitchGrass3 GAL.2' O.C.62PERENNIALS & GROUNDCOVERCODEBOTANICAL NAME / COMMON NAMESIZECONTSPACINGQTYREMARKSATAsclepias tuberosa / Butterfly Milkweed3 GAL.1.5' O.C.4CPCallicarpa dichotoma / Purple Beautyberry5 GAL.PER PLANS2CDCaryopteris x clandonensis 'Dark Knight' / Dark KnightBluebeard1 GAL.2' O.C.8HPHosta x 'Patriot' / Patriot Hosta3 GAL.3' O.C.4HCHypericum calycinum / Creeping St. John's Wort1 GAL.2' O.C.43LHLavandula angustifolia 'Hidcote' / Hidcote English Lavender1 GAL.2' O.C.14RERhododendron x 'PJM' / PJM Rhododendron3 GAL.6' O.C.5PLANTING CODED NOTESDECIDUOUS SHRUBSEVERGREEN SHRUBSDETAIL 1 - SHEET PL501DETAIL 5 - SHEET PL501DECIDUOUS TREEDETAIL 5 - SHEET PL501DETAIL 1 - SHEET PL501EVERGREEN TREECREEPING LILYTURFORNAMENTAL GRASSESDETAIL 3 - SHEET PL501PERENNIALSDETAIL 3, 4 - SHEET PL501DETAIL 7 - SHEET PL501PENNSYLVANIA SEDGEDETAIL 7 - SHEET PL501EARLY SUCCESSIONALWETLAND SEED MIXDETAIL 7 - SHEET PL501KENTUCKY BLUEGRASSSOD/SEED, TYP.DETAIL 7 - SHEET PL501PLANTING PLANL1.00NOTEALL AREAS DISTURBED BYCONSTRUCTION TO RECEIVEPERMANENT GRASS SEEDPLANTING PLANL1.00PLANTING PLANL1.00PLANTING PLANL1.00
2" X 6" STEEL POSTS OR APPROVEDEQUAL INSTALLED 8' O.C.5" THICK LAYER OF MULCHMAINTAIN EXISTING GRADE WITHTHE TREE PROTECTION FENCENOTES:1.SEE PLANS FOR LOCATION OF ALLTREE PROTECTION FENCES2.ALL TREE PROTECTION FENCESMUST BE INSTALLED PRIOR TOLAND DISTURBANCE, INCLUDINGTHE CUTTING OF ANY TREES, ANDMUST BE INSPECTED BY THELANDSCAPE ARCHITECT3.NO EQUIPMENT SHALL OPERATEINSIDE THE PROTECTIVE FENCINGINCLUDING DURING FENCEINSTALLATION AND REMOVAL4'-0"KEEP OUTTREEPROTECTIONAREAIF CONDITIONS ALLOW, LIMIT OFTREE PROTECTION AREA TO EXTEND3' BEYOND DRIPLINESCALE: 1/4" = 1'-0"TREE PROTECTION2SIGN TO BE POSTED VISIBLY ONTHE OUTSIDE OF THE FENCED-INTREE PROTECTION AREA 50' O.C.ORANGE HIGH-DENSITYPOLYETHYLENE FENCING12" MIN. PLANTING MIXTURE FOR PLANTINGBED AREASTOP DRESS WITH 1" SHREDDED HARDWOODBARK MULCH, INSTALLED AFTER PLANTING2" SHREDDED HARDWOOD BARK MULCH,INSTALLED BEFORE PLANTINGGROUNDCOVER AS SPECIFIEDVARIES, SEESCHEDULESCALE: 1/2" = 1'-0"GROUNDCOVER PLANTING5BACKFILL PLANTING MIXTUREFINISH GRADE3" DEPTH MULCHPLANT ROOT FLARE 1" ABOVEFINISHED GRADEORNAMENTAL GRASSOR PERENNIAL6" MIN.12" MIN.SCALE: 1/2" = 1'-0"ORNAMENTAL GRASS & PERENNIAL PLANTING4SET ROOT FLARE 1" ABOVE FINISH GRADE3" DEPTH SHREDDEDHARDWOOD BARK MULCHENTIRE PLANTING AREABACKFILL PLANTING MIXTURE6" HAND TAMPED SETTING PAD OFPLANTING MIXTURE; HAND TAMPBELOW ROOTBALL AND SETTLEPLANTING MIXTURE AROUNDROOTBALL BY WATERING ONLYSHRUB PIT WIDTH 2XROOTBALL DIA. MIN.SCALE: 1/2" = 1'-0"SHRUB PLANTING3SOD OR SEEDED TURFCOMPACTED SUBGRADE6" MIN. LIGHT WEIGHTTURF SOIL MIXSCALE: 1/2" = 1'-0"SOD/SEEDING8SCALE: 3/4" = 1'-0"PLANTING SOIL MIX73"6"BASE MIXINCORPORATEDINTO LOOSENEDSUBGRADESUBGRADEMULCH LAYERPLANTING SOILLAYER3'-0"12" OCSQUARE FEET X 1.15NOTE:1. SPACING FOR GROUNDCOVERS,SHRUBS, AND PERENNIALS2. HARDWOOD BARK MULCH BETWEENPLANTS TO FILL PLANTING BEDCONTAINERSHREDDED BARK MULCHGROUNDCOVER OR SHRUB PITINCHESBETWEENPLANTSPLANT QUANTITIESPER SQUARE FOOTSCALE: 1/2" = 1'-0"PLANT SPACING6NOTES:1.REMOVE ALL PLASTIC AND WIRE TAGS ANDCORDS.2.PRUNE OUT ALL BROKEN BRANCHES WHENPLANTED.3.SCARIFY SIDES AND BOTTOM OF PLANTING PIT.4.REMOVE TOP 12 OF BURLAP AND WIRE BASKETFROM ROOT BALL.3"DEPTH OF ROOT BALL6"3x ROOT BALL DIA. MIN.PLACE ROOT BALL ON TAMPED SOIL.FASTEN TRUNK TO STAKE WITH RUBBER HOSE,GUY WIRE AND REFLECTIVE FLAGGING3" MULCH LAYER AS SPECIFIED.TWO WOODEN STAKES SPACED EQUALLYAROUND TREE, ANCHORED FIRMLY IN GROUND.PLANTING BACKFILL MIXTURE.SET TOP OF ROOT BALL 2-3" ABOVEFINISH GRADE.SCALE: 1/2" = 1'-0"TREE PLANTING1DO NOT CUT LEADER.AFTER PLANTING, THIN BRANCHES BY 1/3,RETAINING NORMAL TREE SHAPE.3" HIGH EARTH SAUCER BEYONDEDGE OF ROOT BALL.SHEET NUMBER:JOB NO.DATE:DRAWING TITLE:STAMP:ISSUE:I214000402.18.20221077 3RD AVENUE SW, CARMEL, IN 46032
OZWELL
FITNESS & WELLNESS CENTERPROJECT STATUSPLANTING DETAILSL2.00