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HomeMy WebLinkAbout2019.02.08 NCRE Preliminary SPR Landscape DrawingsMARY DONLON HALL3026302 WAIT COOPERATIVE2525BALCH HALL30095320553205632066320673207CLARADICKSON HALL3018MEWS HALL3203COURT HALL3202ROBERT PURCELLCOMMUNITY CENTER321293209(JAM)JUSTABOUTMUSIC83208JEROME H. HOLLANDINTERNATIONALLIVING CENTER313 WAIT AVE.4773536 THURSTON AVE.2438319 WAIT AVE.2582307 WAIT AVE.308 WAITTERRACE2501KAPPA DELTA4771117 TRIPHAMMER RDDELTA GAMMA4768AKWE:KON3091TOBINFIELD HOUSE263010UJAMAA3210DELTADELTA DELTA4770ROBERT J. & HELEN APPELCOMMONS3204BAUER HALL3202APLG RDPRV STN5213KAY HALL3202KSISSION PLACE 10SIGMA ALPHA MU4766APPELTENNISCOURTS5966CHASBROUCKAPARTMENTS31301GEORGEJAMESONHALL3201APPELSOUTHWESTFIELDS5966APPELSOUTHEASTFIELDS5966DAPPELNORTHPLAYFIELDS5966AAPPELBASKETBALLCOURTS5966BP R O G R A M H O U S E D R I V E JESSUPFIELD SHED2630AWAIT AVENUETRIPHAMMER ROADWAIT AVE JESSUP PLACE CEG1212GEORGE JESSUP ROADGEORGE JESSUP ROADGEORGE JESSUP ROADCRADIT FARM DRIVESISSON PLACEPROGRAM HOUSE DRIVESISSON PLACETRIPHAMMER ROAD PLEASANT GROVE ROADHASBROUCK CIRCLECRADIT FARM DRIVECRADIT FARM DRIVE PLEASANT GROVE ROADHASBROUCK CIRCLE2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3B5FLOORS3FLOORS5FLOORS3FLOORS5FLOORS5FLOORS6FLOORS3FLOORS5FLOORS2 FLOORS(above grade)3 FLOORS(above grade)3FLOORS3FLOORS4FLOORS3FLOORS3FLOORS3FLOORS5FLOORS3FLOORS3FLOORS5FLOORS3FLOORS5FLOORS1.5 FLOORS(dining space open to ceiling)6FLOORS6FLOORS5 FLOORS(above grade)4 FLOORS(above grade)FDCFDCFDCFDCFDCFDCFDCFDCFDCFDCFDC0060'120'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 11:27amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PROPOSED PLANOVER EXISTINGCONDTIONSJVBL0.02 DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 11:55amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0060'120'FIRE ACCESSPLANL0.03jvb MARY DONLON HALL3026TRIPHAMMER COOPERATIVE3122TRIPHAMMER COOPERATIVE302 WAIT COOPERATIVE2525BALCH HALL30095320553205632066320673207FUERTES OBSERVATORY2018FUERTES OBSERVATORY2018CLARADICKSON HALL3018MEWS HALL3203COURT HALL3202ROBERT PURCELLCOMMUNITY CENTER321293209(JAM)JUSTABOUTMUSIC83208JEROME H. HOLLANDINTERNATIONALLIVING CENTER313 WAIT AVE.4773536 THURSTON AVE.2438319 WAIT AVE.2582307 WAIT AVE.2590308 WAITTERRACE2501KAPPA DELTA4771117 TRIPHAMMER RDDELTA GAMMA4768AKWE:KON3091TOBINFIELD HOUSE263010UJAMAA3210DELTADELTA DELTA4770HELEN NEWMAN HALL2616ROBERT J. & HELEN APPELCOMMONS3204BAUER HALL3202APLG RDPRV STN5213KAY HALL3202KTRIPHAMMER RD 124PI DELTA PSI4781APPELTENNISCOURTS5966CHASBROUCKAPARTMENTS31301GEORGEJAMESONHALL3201P R O G R A M H O U S E D R I V E JESSUPBASKET BALLTENNIS COURTS4419JESSUPFIELD SHED2630ANORTHCRO S S R O A D THURSTON AVENUE WAIT AVENUETRIPHAMMER ROADWAIT AVE JESSUP PLACE ABJCDEFGH1212GEORGE JESSUP ROADGEORGE JESSUP ROADGEORGE JESSUP ROADCRADIT FARM DRIVESISSON PLACEPROGRAM HOUSE DRIVESISSON PLACETRIPHAMMER ROAD PLEASANT GROVE ROADHASBROUCK CIRCLECRADIT FARM DRIVECRADIT FARM DRIVE PLEASANT GROVE ROADHASBROUCK CIRCLE2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3B5FLOORS3FLOORS5FLOORS3FLOORS5FLOORS5FLOORS6FLOORS3FLOORS5FLOORS2 FLOORS(above grade)3 FLOORS(above grade)3FLOORS3FLOORS4FLOORS3FLOORS3FLOORS3FLOORS5FLOORS3FLOORS3FLOORS5FLOORS3FLOORS5FLOORS1.5 FLOORS(dining space open to ceiling)6FLOORS6FLOORS5 FLOORS(above grade)4 FLOORS(above grade)FDCFDCFDCFDCFDCFDCFDCFDCFDCFDCFDC20'x20'TENT22'15'12'26'20'20'12'24'18'24'26'20'15'14'20'20'26'12'12'11'19'20'20'20'21'20'20'20'20'20'33'36'26'20'14'12'20'40'x80'TENT20'x20'TENT40'x80'TENT20'x20'TENT40'x60'TENT20'x20'TENT80'x180'TENT20'x20'TENT40'x100'TENT36.00'26'26'12'15'15'24' 24'20'22'20'20'20'22'36'2 0 '15'30'20'26'26'14'20'24'24'24'28'30'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 02, 2019 - 3:58pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0060'120'FIRE ACCESS - TRUCKTURNING AND EVENTTENT LOCATIONSL0.04JVBNOTE: TURNING MOVEMENTS SHOWNREPRESENT IFD LADDER TRUCK 1GEORGE JAMESONHALL3201JESSUP PLACE GEORGE JESSUP ROADCONCRETE PAVEMENT TO BE REMOVED, TYP.CONCRETE PAD TO BE REMOVEDTREE PROTECTION FENCE, TYP.SIGNS TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.GRANITE CURB TOBE REMOVED, TYP.REMOVE HYDRANT(SEE CIVIL)WOOD CURB TO BE REMOVED, TYP.WOOD CURB TO BE REMOVED, TYP.REMOVE AND RELOCATEGUY WIRE AND UTILITY POLE;(SEE ELECTRICAL)LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)REMOVE GRANITE CURB, TYP.REMOVE WOOD CURB, TYP.SIGN TO BE REMOVED AN TURNED OVER TO OWNER, TYP.HYDRANT TO REMAIN AND BE PROTECTEDSAWCUT CONCRETE PAVEMENTAT NEAREST CONTROL/SCOREJOINT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.LIGHT TO BE REMOVED AND TURNEDOVER TO OWNER, TYP. (SEE ELECTRICAL)GRANITE CURB, TOBE REMOVED, TYP.VEGETATION TO BE REMOVED, TYP.EXISTING TREES TO BEREMOVED, TYP.FENCE TO BE REMOVEDCURB TO BE REMOVED, TYP.SAWCUT ASPHALTPAVEMENT, TYP.HYDRANT TO BE REMOVED; SEE CIVIL PLANSHYDRANT TO REMAIN AND BE PROTECTEDTRIPHAMMER ROADSAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT,TYP.CURB TO BE REMOVED, TYP.SAWCUT ASPHALTPAVEMENT, TYP.SIGN TO BE REMOVED ANDTURNED OVER TO OWNER,TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.CURB TO BE REMOVED, TYP.LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)EXISTING TREE TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.ALL BRUSH TO BE CLEAREDAND GRUBBED TO 12' FROMCURB LINE12'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:11amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN - SITE 1L1.01JVB0020'40'SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.02MATCH LINE - SEE SHEET L1.05DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAI R ASTAI R BSTAIR CSTAIR ESTAIR FSTAIR GSTAIR HSTAIR I STAIR J STAIR KSTAIR MSTAIR NSTAIR NSTAI R OSTAIR P STA IR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678MATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.01 - 55TREES TO REMAIN - 24 53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERCEGEORGE JESSUP ROADREMOVE CONCRETE BOLLARD AND SIGNREMOVE BIKE RACKSIGN TO BE REMOVED AND TURNEDOVER TO OWNER, TYP.REMOVE CONCRETE BOLLARDS, TYP.CONCRETE AND BRICKPAVEMENTS TO BE REMOVEDSAWCUT ASPHALT PAVEMENT, TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.GRANITE CURB TO BE REMOVED , TYP.CONCRETE PAVEMENT TO BE REMOVED, TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.SAWCUT ASPHALT PAVEMENT, TYP.GRANITE CURB TO REMAIN AND BE PROTECTEDBUILDING COLUMNS AND ENTRYTHRESH HOLD TO BE PROTECTED (TYP.)DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:21amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN - SITE 1L1.02JVB0020'40'1:20DEMOLITION PLAN1DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAIR ASTAIR BSTAIR CSTAI R ESTAIR FSTAIR GSTAIR HSTAIR I STAIR JSTAIR K STAIR M STA IR N STA IR NSTAIR OSTAI R PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678MATCH LINE - SEE SHEET L1.03MATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.01 73207HASBROUCKAPARTMENTS3130APPELBASKETBALLCOURTS5966BG1212GEORGE JESSUP ROADPROGRAM HOUSE DRIVEPLEASANT GROVE ROADHASBROUCK CIRCLEREMOVE FENCEBASKETBALL COURTASPHALT PAVEMENTTO BE REMOVED, TYP.SIGN TO BE REMOVED ANDTURNED OVER TO OWNER,TYP.SAWCUT ASPHALTPAVEMENT, TYP.GRANITE CURB TO BEREMOVED, TYP.EXISTING TREE TOBE REMOVED, TYP.BRICK EDGING AND CONCRETE PAVEMENT TO BE REMOVEDSAWCUT BRICK EDGING AT NEAREST MORTAR JOINTSAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT, TYP.SIGN TO BE REMOVED AND TURNED OVER TO OWNER, TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.REMOVE FENCEASPHALT PAVEMENT TO BE REMOVED, TYP.LIGHT TO BE REMOVEDAND TURNED OVER TOOWNER, TYP. (SEEELECTRICAL)SAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT, TYP.TREE PROTECTION FENCE, TYP.TREE PROTECTION FENCE, TYP.TREE PROTECTION FENCE , TYP.CURB TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.EXISTING TREE TO BE REMOVED, TYP.LIGHT TO BE REMOVED AN TURNED OVER TO OWNER, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:22amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN - SITE 2L1.03JVB0020'40'DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAIR ASTAIR BSTAIR CSTAI R ESTAIR FSTAIR GSTAIR HSTAIR I STAIR JSTAIR K STAIR M STA IR N STA IR NSTAIR OSTAI R PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.06MATCH LINE - SEE SHEET L1.02 CLARADICKSON HALL3018COURT HALL3202SISSION PLACE 10SIGMA ALPHA MU4766SISSON PLACESISSON PLACESISSION PLACE 10SIGMA ALPHA MU4766GRANITE CURB TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.REMOVE BOLLARDCURB TO BEREMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)SIGNS TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT, TYP.CONCRETE PAVEMENT TO BE REMOVED, TYP.REMOVE GRANITE CURB, TYP.BUILDING TO BE REMOVEDCOMPLETELY (SEE ARCH.)LIGHT TO BE REMOVED ANDTURNED OVER TO OWNER,TYP. (SEE ELECTRICAL)CURB TO BE REMOVED, TYP.EXISTING TREE TO BE REMOVED, TYP.EXISTING TREES TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:04amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN - SITE 1L1.04JVB0020'40'DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAIR ASTAIR BSTAIR CSTAI R ESTAIR FSTAIR GSTAIR HSTAIR I STAIR JSTAIR K STAIR M STA IR N STA IR NSTAIR OSTAI R PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.05 MATCH LINE - SEE SHEET L1.01 MARY DONLON HALL3026MEWS HALL3203COURT HALL320293209(JAM)JUST ABOUT MUSIC10UJAMAA3210SISSON PLACEREMOVE HYDRANT (SEE CIVIL)SIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT CONCRETE PAVEMENTAT NEAREST CONTROL/SCORE JOINT, TYP.FLUSH CURB TO BE REMOVED, TYP.HYDRANT TO REMAIN AND BE PROTECTEDSIGNS TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.CONCRETE PAVEMENT TO BE REMOVED, TYP.SAWCUT ASPHALTPAVEMENT, TYP.GRANITE CURB TO BE REMOVED , TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.GENERATOR AND FENCE ENCLUSURETO REMAIN AND BE PROTECTEDSAWCUT ASPHALT PAVEMENT, TYP.LIGHT TO BE REMOVEDAND TURNED OVER TOOWNER, TYP. (SEEELECTRICAL)LIGHT TO BE REMOVED AND TURNED OVER TOOWNER, TYP. (SEE ELECTRICAL)LIGHT TO BE REMOVED AND TURNED OVER TOOWNER, TYP. (SEE ELECTRICAL)WALLS TO REMAIN AND BE PROTECTEDHYDRANT TO BE RELOCATED,SEE UTILITY PLANSTREE PROTECTION FENCE, TYP.STAIRS, RAILINGS,AND FOOTERS TO BECOMPLETELYREMOVEDSTAIRS, RAILINGS, ANDWALLS TO REMAIN ANDBE PROTECTEDCURB TO BE REMOVED, TYP.SAWCUT CONRETE PAVEMENT ATBOTTOM OF RAMP AT NEARESTCONTROL/SCORE JOINTBLUE LIGHT TO BE REMOVED AND TURNEDOVER TO OWNER (SEE ELECTRICAL)LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:24amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN -CONNECTORL1.05JVB0020'40'DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAIR ASTAIR BSTAIR CSTAI R ESTAIR FSTAIR GSTAIR HSTAIR I STAIR JSTAIR K STAIR M STA IR N STA IR NSTAIR OSTAI R PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L3.06 MATCH LINE - SEE SHEET L3.02MATCH LINE - SEE SHEET L3.07MATCH LINE - SEE SHEET L3.04 MATCH LINE - SEE SHEET L1.06 MATCH LINE - SEE SHEET L1.02MATCH LINE - SEE SHEET L1.07MATCH LINE - SEE SHEET L1.04 PLG RDPRV STN5213APPELNORTHPLAYFIELDS5966APROGRAM HOUSE DRIVE PLEASANT GROVE ROADBRICK EDGING AND CONCRETEPAVEMENT TO BE REMOVEDSAWCUT BRICK EDGING ATNEAREST MORTAR JOINTSAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINTSIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.CURB TO BE REMOVED, TYP.SIGN TO BE REMOVED AND TURNEDOVER TO OWNER, TYP.REMOVE CONCRETE RAMPBLUE LIGHT TO BE REMOVED AND TURNED OVER TO OWNER (SEE ELECTRICAL)CURB TO BE REMOVED, TYP.CURB TO BE REMOVED, TYP.LIGHT TO BE REMOVED AND RETURNED TO OWNER, TYP. (SEE ELECTRICAL)EXISTING TREE TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.SAWCUT ASPHALT PAVEMENT, TYP.ASPHALT PAVEMENT TO BE REMOVEDFENCE TO BE REMOVED ANDSALVAGED FOR REINSTALLATIONDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:25amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN - SITE 2L1.06JVB0020'40'DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAIR ASTAIR BSTAIR CSTAI R ESTAIR FSTAIR GSTAIR HSTAIR I STAIR JSTAIR K STAIR M STA IR N STA IR NSTAIR OSTAI R PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.08MATCH LINE - SEE SHEET L1.05 MATCH LINE - SEE SHEET L1.03 ROBERT J. & HELEN APPELCOMMONS3204KAY HALL3202KAPPELSOUTHWESTFIELDS5966CRADIT FARM DRIVEPROTECT VENTILATION SHAFT ANDTRANSFORMER PAD DURING DEMOLITIONAND CONSTRUCTIONREMOVE BIKE RACKTREE PROTECTION FENCE, TYP.EXISTING WALL TO REMAIN AND BE PROTECTED DURINGDEMOLITION AND CONSTRUCTION; SEE ARCHITECTURAL PLANSFOR REMOVALS.EXISTING TREE TO BE REMOVED, TYP.STAIRS, RAILINGS, AND FOOTINGS TOBE COMPLETELY REMOVEDTREE PROTECTION FENCE, TYP.EXISTING WALL TO REMAIN AND BE PROTECTED DURINGCONSTRUCTION PROVIDE MEDIUM SANDBLAST FINISH ON ALLEXPOSED SURFACES FOLLOWING REMOVAL OF WEST SECTIONDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:28amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN - SITE 2L1.07JVB0020'40'DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAIR ASTAIR BSTAIR CSTAI R ESTAIR FSTAIR GSTAIR HSTAIR I STAIR JSTAIR K STAIR M STA IR N STA IR NSTAIR OSTAI R PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.08 MATCH LINE - SEE SHEET L1.07-1a MATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.07SCALE: 1:20DEMOLITION PLAN1a APPELTENNISCOURTS5966CAPPELSOUTHWESTFIELDS5966APPELSOUTHEASTFIELDS5966DCRADIT FARM DRIVECRADIT FARM DRIVE 17.00'GRAVEL MULCH TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.WALL, STAIRS, RAILINGS, AND FOOTINGSTO BE COMPLETELY REMOVEDREMOVE LIGHT AND TURNOVER TO OWNER, TYP. (SEEELECTRICAL)EXISTING TREE TO BEREMOVED, TYP.REMOVE GRANITE CURB, TYP.LIGHT TO BE REMOVED AND TURN OVERTO OWNER, TYP. (SEE ELECTRICAL)CONCRETE PAVEMENT TO BE REMOVED, TYP.ASPHALT PAVEMENT TOBE REMOVED, TYP.SIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SIGN TO BE REMOVED AND TURNED OVER TO OWNER, TYP.EXISTING TREE TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.CURB TO BE REMOVED, TYP.ASPHALT PAVEMENT TO BEREMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.CURB TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.EXISTING TREES TO BE REMOVED, TYP.LIGHT TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.(SEE ELECTRICAL)REMOVE NETS, POSTS, ANDSTOCKPILE FOR REINSTALLATIONREMOVE NETS, POSTS, ANDSTOCKPILE FOR REINSTALLATIONFENCE TO BE REMOVED ANDSALVAGED FOR REINSTALLATIONDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:31amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:DEMOLITIONPLAN - SITE 2L1.08JVB0020'40'DEMOLITION NOTES1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2.WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4.SEE CIVIL PLANS FOR UTILITY REMOVALS.5.SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCE; SEE DETAIL XX SHEET L5.0XCONTRACT LIMIT LINECONSTRUCTION FENCEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVEDTREE TO BE REMOVEDCURB TO BE REMOVEDWALLS, RAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGENDSTAIR ASTAIR BSTAIR CSTAI R ESTAIR FSTAIR GSTAIR HSTAIR I STAIR JSTAIR K STAIR M STA IR N STA IR NSTAIR OSTAI R PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.07 MATCH LINE - SEE SHEET L1.06 1GEORGE JAMESONHALL3201JESSUP PLACE GEORGE JESSUP ROADSTAIR A2D2C2B2A1C1B2B4FLOORS5FLOORS5FLOORS5FLOORSSTAIR BSTAIR CSTAIR D4 FLOORS(above grade)FDCFDCFDC12L5.01ROADWAY GRANITE CURB12L5.01ROADWAY GRANITE CURB16L5.01CURB RAMP - TYPE A,TYP.1L5.03BIKE RACK1L5.03BIKE RACK2L5.03BIKE REPAIRSTATION16L5.01CURB RAMP - TYPE A5L5.03SCREEN FENCESTORMWATER BASINSTORMWATER BASIN4L5.03BENCHSEE ENLARGED LAYOUT PLAN - SITE 1,SHEET L2.1228553 Number 6 rd redwood ny12L5.01ROADWAY GRANITE CURB16L5.01CURB RAMP - TYPE A, TYP.6.00'4.85'MATCH EXISTING WIDTH10.00'5.50'7.00'20.00'15.00'14.00'14.00'8.00'8.00'30.00'MATCH EXISTING WIDTH6.00'26.00'13.37'MATCH EXISTING WIDTH8.00'6.00'6.00'6.00'8.00'22.00'22.00'25.00'MATCH EXISTING WIDTHMATCH EXISTING WIDTH8.00' 8.00' 7. 8 9 '8.00'11.00'10.71'13L5.04TREE PLANTING IN STRUCTURAL SOILSTORMWATER BASIN6.00' 8.71' TYP16.00'TYP.8.00'11L5.01ADA PAVEMENTMARKINGS AND SIGNAGE(TYPICAL)EL2EL2EL2EL2EL2EL2EL2EL3AEL3AEL3AEL3AEL3AEL3AEL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL2EL2EL2(E)(E)(E)(E)(E)EL1EL1EL1EL1128.0°'160.0°'118.0°'135.0°'110.0°'BP9L5.02CONCRETE WALL9L5.02CONCRETE WALL9L5.02CONCRETE WALL9L5.02CONCRETE WALLTRIPHAMMER ROAD12L5.01ROADWAY GRANITE CURB19L5.01CURB RAMP - TYPE B5L5.03SCREEN FENCE16L5.01CURB RAMP - TYPE AMATCH EXISTING WIDTH20.00'6.00'12.00'12.00'9L5.02CONCRETE WALL(E)(R)DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 3:58pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITE 1L2.01VVKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'SCALE: 1:20LAYOUT PLAN1STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678MATCH LINE - SEE SHEET L2.02MATCH LINE - SEE SHEET L2.04MATCH LINE - SEE SHEET L2.01-1a SCALE: 1:20LAYOUT PLAN1aMATCH LINE - SEE SHEET L2.01 53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERBCEGEORGE JESSUP ROADEX. BOULDER TO REMAIN19L5.01CURB RAMP - TYPE B19L5.01CURB RAMP - TYPE B1L5.03BIKE RACK12L5.01ROADWAY GRANITE CURB12L5.01ROADWAY GRANITE CURB16L5.01CURB RAMP - TYPE ASTORMWATER BASIN1L5.03BIKE RACK6.00'8.00'8.00'8.00'8.00'6.00'8.00'1L5.03BIKE RACK24.00'7.06'6.00'MATCH EXISTING WIDTHMATCH EXISTING WIDTHMATCH EXISTING WIDTHMATCH EXISTING WIDTH8.70'26.09'25.71'7.45'8.55'16.00'24.00' 18.00 '8.50'18.00'23.84'16.00'8.50'(2) BUS SHELTERS BY OWNER11L5.01ADA PAVEMENTMARKINGS AND SIGNAGE(TYPICAL)11L5.01ADA PAVEMENTMARKINGS AND SIGNAGE(TYPICAL)EL3AEL3AEL3AEL3BEL3AEL3AEL3AEL3AEL3BEL3AEL1EL1EL1(E)(E)(E)(E)(E)(E)(E)(E)DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:07pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITE 1L2.02VVKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.03MATCH LINE - SEE SHEET L2.05MATCH LINE - SEE SHEET L2.01 73207HASBROUCKAPARTMENTS3130G12GEORGE JESSUP ROADPROGRAM HOUSE DRIVEPLEASANT GROVE ROADHASBROUCK CIRCLESTAIR H12L5.01ROADWAY GRANITE CURB16L5.01CURB RAMP - TYPE A4L5.04SYNTHETIC TURF4L5.03CHAIN LINK FENCE & GATESTORMWATER BASIN16L5.01CURB RAMP - TYPE A8.00'8.00'MATCHEXISTINGWIDTHMATCH EXISTINGWIDTH7.50'8. 0 0 '7.50'10.50'MATCHEXISTINGWIDTHMATCHEXISTINGWIDTHMATCHEXISTINGWIDTH9L5.01ASPHALT PATCH9L5.01ASPHALT PATCH9L5.02CONCRETE WALL9L5.02CONCRETE WALL18.00'9.00'24.00'8.50'16.00'9.58'8.00'7.50'EL3AEL3AEL3AEL3AEL3AEL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1(E)(E)(E)(E)EL1EL1EL1DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:08pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITE 2L2.03JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.06MATCH LINE - SEE SHEET L2.02 CLARADICKSON HALL3018COURT HALL3202SISSON PLACESISSON PLACESTAIR E1D1A1.5 FLOORS(dining space open to ceiling)STAIR FSTAIR G5 FLOORS(above grade)FDC19L5.01CURB RAMP - TYPE B12L5.01ROADWAY GRANITE CURB12L5.01ROADWAY GRANITE CURB17L5.01FLUSH GRANITE CURB17L5.01FLUSH GRANITE CURB1L5.03BIKE RACK5L5.03SCREEN FENCESTORMWATERBASINSEE ENLARGED LAYOUT PLAN - SITE 1,SHEET L2.128. 0 0 '20.00'8.00' 6.00 ' 8. 5 0 '8.00'4.00'4.00'5.00'MATCH EXISTING WIDTHMATCH EXISTING WIDTH7.00'6. 0 0 ' 6. 7 0 '13.00'MATCH EXISTING WIDTHMATCH EXISTING WIDTH8.00'5L5.03SCREEN FENCE9L5.02CONCRETE WALL9L5.02CONCRETE WALL14.00'9L5.02CONCRETE WALL16.00'10.00'8.00'2 0 . 1 2 ' 1 7 . 7 6 'EL3BEL3BEL3AEL3AEL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1(E)(E)(E)(E)(E)BPDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:09pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITE 1L2.04JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.01MATCH LINE - SEE SHEET L2.05 MARY DONLON HALL3026MEWS HALL3203COURT HALL320293209(JAM)JUST ABOUT MUSIC10UJAMAA3210SISSON PLACE6FLOORS6FLOORSFDCFDCCURB RAMP -FLUSH GRANITE CURB5L5.01PIN TO BUILDING ,TYP12L5.01ROADWAY GRANITE CURB17L5.01FLUSH GRANITE CURBSEE ENLARGEMENT LAYOUT - SITE 2,SHEET L2.1320.00'8.39'5.50'2 0 . 00 '24.00'MATCH EXISTING WIDTH8.00'5.05'8.00'20.00'20.00'8.35'MATCHEXISTINGWIDTH5.00' 8.00'26.35'20.00'5.00'8.40'5.30'8.00'12.64'26.09'5.00'8.0 0 '6.00'8.00' 20.00'EL3BEL3AEL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL2EL1(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)EL1EL2BP(E)BPBLUESTONEQUARRY BLOCKDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:11pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITECONNECTORL2.05JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.06 MATCH LINE - SEE SHEET L2.02MATCH LINE - SEE SHEET L2.04 MATCH LINE - SEE SHEET L2.07 PLG RDPRV STN5213PROGRAM HOUSE DRIVE PLEASANT GROVE ROADSTAIR JSTAIR KSTAIR ISTAIR H4B4B3A3B3C3A5C3B3B5FLOORS3FLOORS5FLOORS5FLOORSFLOORS3FLOORS2 FLOORS(above grade)3 FLOORS(above grade)3FLOORS3FLOORS3FLOORS6FLOORSFDCFDCFDC3FLOORSSTORMWATERBASINSTORMWATERBASIN12L5.01ROADWAY GRANITE CURB19L5.01CURB RAMP -TYPE B17L5.01FLUSH GRANITE CURB2L5.03BIKE REPAIR STATION1L5.03BIKE RACK1L5.03BIKE RACK1L5.03BIKE RACK1L5.03BIKE RACK1L5.03BIKE RACK19L5.01CURB RAMP - TYPE B16L5.01CURB RAMP - TYPE ASTORMWATERBASINSTORMWATER BASINSTORMWATER BASINSTORMWATER BASINSTORMWATER BASINSEE ENLARGEMENT LAYOUT - SITE 2,4L5.03BENCH6L5.03OUTDOOR DININGTABLE & CHAIRS9L5.01ASPHALT PATCHSEE ENLARGEMENT LAYOUT - SITE 2,SHEET L2.139L5.01ASPHALT PATCH20.00'9.50'2.50'12.00'12.00'8.50'16.60'8.00'7.50'8.00'10.50'9.50'8.00'9.75'25.85'21.80'19.22'8.00'8.00'20.00'MATCHEXISTINGWIDTHMATCHEXISTINGWIDTH8.00'12.90'5.50'13.00'5.00'5.00'8.40'5.00'15.40'17.30'5.00'14.80'5.00'8.00'61.60' 18.15'20.00'20.00'8.00'6.00'MATCH EXISTING WIDTH79.11'4.25'34.90'11.50'31.18'5.25'STORMWATERBASINSTORMWATER BASIN8.00'1L5.03BIKE RACK16.00'16.03'7.09'4L5.03BENCH25.02' 19.75'7.00'34.37'7.00'13.00'26.89' 22.00 '7.00'20.00' 20.00' 6.00' 5.54'15.3 2 ' 27.3 2 '3.52'6.00'9L5.02CONCRETE WALL7.00'19.00'8. 0 0 '8.00'12.00'13.58'9L5.02CONCRETE WALL9L5.02CONCRETE WALL8.00' 13.66 '11L5.01ADA PAVEMENTMARKINGS AND SIGNAGE(TYPICAL)EL2EL2EL2EL2EL2EL2EL3BEL3AEL3AEL3AEL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL2EL2EL2EL2EL2EL2EL2EL2EL2EL2EL2(E)(E)(E)(E)(E)EL2EL2EL2EL1EL2BPBPBP9L5.02CONCRETE WALL5L5.02LIMESTONE BLOCK WEIR8L5.02BLUESTONEQUARRY BLOCK8L5.02BLUESTONEQUARRY BLOCK8L5.02BLUESTONEQUARRY BLOCK8L5.02BLUESTONEQUARRY BLOCKDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:12pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITE 2L2.06JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.08MATCH LINE - SEE SHEET L2.05 MATCH LINE - SEE SHEET L2.03 ROBERT J. & HELEN APPELCOMMONS3204KAY HALL3202KCRADIT FARM DRIVE4A5FLOORS6FLOORSSTAIR NSTAIR LSTAIR MSTAIR PSTAIR OFDCADA RAMP WITHSTAINLESS STEELHANDRAILSSEE ENLARGEMENT LAYOUT - SITE 2,SHEET L2.14SEE ENLARGEMENT LAYOUT - SITE 2,SHEET L2.13MATCHEXISTINGWIDTH15.00'MATCH EXISTING WIDTH1 7 . 4 0 ' 8.00'MATCH EXISTINGWIDTH13.88' 2 4 . 9 4 '48.54'15.30'(2) BUS SHELTERS BY OWNERCONCRETERETAINING WALLREFER TOSTRUCTURALDRAWINGSEL1EL1EL1EL1(E)(E)(E)(E)(E)(E)(E)(E)BP9L5.02CONCRETE WALL9L5.02CONCRETE WALLDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:33pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITE 2L2.07JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.08 MATCH LINE - SEE SHEET L2.07-7a MATCH LINE - SEE SHEET L2.05MATCH LINE - SEE SHEET L2.07SCALE: 1:20LAYOUT PLAN1a APPELTENNISCOURTS5966CCRADIT FARM DRIVECRADIT FARM DRIVE 4A4B5C5B5A5B5FLOORS5FLOORS3FLOORS3FLOORS3FLOORS3FLOORS3FLOORSSTAIR LSTAIR QSTAIR RFDCFDCFDC16L5.01CURB RAMP - TYPE A12L5.01ROADWAY GRANITE CURB19L5.01CURB RAMP - TYPE B19L5.01CURB RAMP - TYPE B15L5.01LANDSCAPECURB1L5.03BIKE RACK12L5.01ROADWAY GRANITECURB14L5.01TRAVERSABLE GRANITE CURB14L5.01TRAVERSABLE GRANITE CURB17L5.01FLUSH GRANITE CURB1L5.03BIKE RACK1L5.03BIKE RACK1L5.03BIKE RACKSTORMWATER BASINSTORMWATERBASINSTORMWATER PLANTERSTORMWATER PLANTERSTORMWATERBASINSTORM-WATERBASINSEE ENLARGEMENT LAYOUT - SITE 2,SHEET L2.144L5.03CHAIN LINK FENCE & GATE1L5.03BIKE RACK16L5.01CURB RAMP - TYPE A14L5.01TRAVERSABLE GRANITE CURB42.00'6.00'MATCH EXISTING WIDTH8.00'8.00'8.00'12.00'14.00' 6.00' 6.00 ' 8.00'20.00'9.48' 6.00' 8.15'10.00'12.00'9.50'12.00'20.35'25.60'6.00'6.00'86.33'5.00'32.60'4.25'4.76'35.00'3.88'12.0 0 '1L5.03BIKE RACK26.86'9L5.01ASPHALT PATCH15.25' 5.53'10L5.02LIMESTONE BLOCK WALLSTORM-WATERBASIN18.00'8.50'24.00'11L5.01ADA PAVEMENT MARKINGS AND SIGNAGE (TYPICAL)9L5.02CONCRETE WALLCONCRETERETAINING WALLREFER TOSTRUCTURALDRAWINGS9L5.02CONCRETE WALLSEE ENLARGEMENT LAYOUT - SITE 2,SHEET L2.13EL2EL2EL2EL2EL3AEL3AEL3AEL3AEL3AEL3AEL1EL1EL1EL1EL1EL1EL2EL2EL2EL2EL1(E)(E)(E)(E)(E)(E)(E)EL3ABPBPBPBP9L5.02CONCRETE WALL9L5.02CONCRETE WALL24.00'17.14'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:34pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:LAYOUT PLAN -SITE 2L2.08JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0020'40'STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR MSTAI R NSTAI R NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.07 MATCH LINE - SEE SHEET L2.06 2A1C1D1B4FLOORS5FLOORS1.5 FLOORS(diningspace opento ceiling)4FLOORS(abovegrade)FDCFDC2A1C1D1B4FLOORS5FLOORS1.5 FLOORS(diningspace opento ceiling)4FLOORS(abovegrade)2A1C1D1B4FLOORS5FLOORS1.5 FLOORS(diningspace opento ceiling)4FLOORS(abovegrade)2A1C1D1B4FLOORS5FLOORS1.5 FLOORS(diningspace opento ceiling)4FLOORS(abovegrade)2A1C1D1B4FLOORS5FLOORS1.5 FLOORS(diningspace opento ceiling)4FLOORS(abovegrade)STORMWATERBASINPLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)OVERHEAD WALKWAY, SEE ARCH.1L5.03BIKE RACK13L5.04TREE PLANTING IN STRUCTURAL SOIL13L5.04TREE PLANTING IN STRUCTURAL SOIL1 4 . 0 8 '5.55'2 2 . 4 3 ' 2 1 . 8 8 '21.88'20.24'6 . 1 0 ' 1 4 . 7 3 '14.88'14.00'15.05'28553 Number 6 rd redwood ny7.0 0 ' 7. 8 9 '23.00'9.72'24.00'8 . 0 0 '9L5.02CONCRETE WALL9L5.02CONCRETE WALL8L5.02BLUESTONE QUARRY BLOCKPLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)14.00'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:14pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:SCALE: 1:10LAYOUT ENLARGEMENT PLAN - SITE 11KEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0010'20'KEY PLAN1234567891011ENLARGEDLAYOUT PLAN -SITE 1L2.12JVB STAIR K4A4B4B5FLOORS5FLOORS6FLOORS5FLOORS6FLOORSSTAIR NSTAIR LSTAIR MFDC4A4B4B5FLOORS5FLOORS6FLOORS5FLOORS6FLOORS4A4B4B5FLOORS5FLOORS6FLOORS5FLOORS6FLOORS4A4B4B5FLOORS5FLOORS6FLOORS5FLOORS6FLOORS4A4B4B5FLOORS5FLOORS6FLOORS5FLOORS6FLOORSSTORMWATER BASIN, TYP.STORMWATER BASIN, TYP.STORMWATER BASINSTORMWATER BASINPLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)5L5.02LIMESTONE BLOCK WEIR , TYP.9L5.02CONCRETE WALL5L5.02LIMESTONE BLOCK WEIR9L5.02CONCRETE WALL9L5.02CONCRETE WALL9L5.02CONCRETE WALL1L5.03BIKE RACK22.00'7.00'6.00'10.00' 8.0 0 '8L5.02BLUESTONE QUARRY BLOCK6.00'5.50'11.72'9L5.02CONCRETE WALL20.00'8.50' 6.00'6.00'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:13pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:KEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0010'20'KEY PLAN1234567891011SCALE: 1:10LAYOUT ENLARGEMENT PLAN - SITE 21ENLARGEDLAYOUT PLAN -SITE 2L2.13JVB ROBERT J. & HELEN APPELCOMMONS32044A5A5FLOORS3FLOORSSTAIR PSTAIR OSTAIR QSTAIR RFDCFDCROBERT J. & HELEN APPELCOMMONS32044A5A5FLOORS3FLOORSROBERT J. & HELEN APPELCOMMONS32044A5A5FLOORS3FLOORSROBERT J. & HELEN APPELCOMMONS32044A5A5FLOORS3FLOORSROBERT J. & HELEN APPELCOMMONS32044A5A5FLOORS3FLOORSADA RAMP WITH STAINLESS STEEL HANDRAILSEXISTING WALL TO REMAINEXISTING WALL TO REMAINEXISTING STAIRS AND HANDRAILS TO REMAINSTORMWATERBASINSTORMWATER BASINCONCRETE WALLS, SEESTRUCTURAL15L5.01LANDSCAPE CURBPLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)16L5.01CURB RAMP - TYPE A1L5.03BIKE RACKPLANTINGAREA (PA)9L5.02CONCRETE WALL9L5.02CONCRETE WALL9L5.02CONCRETE WALL5L5.02LIMESTONE BLOCK WEIR10L5.02LIMESTONE BLOCK WALLPLANTINGAREA (PA)9L5.02CONCRETE WALL9L5.02CONCRETE WALL9L5.02CONCRETE WALL, TYP9L5.02CONCRETE WALL, TYP13. 8 5 'PLANTINGAREA (PA)PLANTINGAREA (PA)PLANTINGAREA (PA)9L5.02CONCRETE WALL8.00'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 4:12pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:KEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTTREE GRATEEXISTING LIGHT TO REMAINSITE LIGHTING - PARKING LOT OR ROADWAY FIXTURENEW PEDESTRIAN LIGHT, TYPE 2NEW PEDESTRIAN LIGHT, TYPE 1NEW BLUE PHONEEXISTING BLUE PHONE, TO REMAINEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILOUTDOOR DINING TABLE & CHAIRSOUTDOOR DINING TABLE & CHAIRSBENCHSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND3L5.017L5.0112L5.046L5.012L5.011.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF LIGHTING.3.SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4.ALL RADII TO BE 5' UNLESS OTHERWISE NOTED.5.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AND IN AREAS WHERECONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.6.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.7.DO NOT SCALE BY MEASURING DRAWINGS.8.WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.9.DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.10.ALIGNMENTS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.11.LAYOUT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT. ALL PAVEMENTRADII ARE 5'-0" UNLESS OTHERWISE NOTED.LAYOUT NOTES(E)BPEL3 EL2EL1BP(E)0010'20'KEY PLAN1234567891011SCALE: 1:10LAYOUT ENLARGEMENT PLAN - SITE 21ENLARGEDLAYOUT PLAN -SITE 2L2.14JVB 1GEORGE JAMESONHALL3201JESSUP PLACE GEORGE JESSUP ROAD2D2C2B2A1C1B2B4FLOORS5FLOORS5FLOORS5FLOORS4 FLOORS(above grade)856.00854.00855.00856.00857.00857.00855.00858.00854.00858.00859.00852.00860.00863.00864.00860.00862.00860.00862.00863.00864.00865.00866.00867.00867.00865.00866.00+ 856.001,600 sf859.00865.00861.00852.00853.00853.00857.00861.00857.00858.00859.00856.00860.00861.00FFE853.002%MAX.851.002%MAX.850.00868.00EE 852.98BS 853.00TS 857.00BS 857.00TS 861.00BS 861.00TS 865.00EE 856.10TS 857.50BS 853.00EE 852.98EE 852.98FFE 853.00EE 852.98FFE 853.00EE 852.98FFE 853.00EE 852.98FFE 853.00EE 852.98FFE 853.00EE 852.98EE 856.10EE 860.50MATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADE861.48TC 861.50BC 861.00BS 850.00TS 853.00TR 852.00BR 851.50851.10851.22TC 851.96BC 851.46MATCH EXISTING GRADEBR 851.70TR 852.20TR 851.80BR 851.30RIM 850.50EE 852.98RIM 852.50BS 846.00TS 852.00FFE 853.00EE 852.98FFE 853.00EE 852.98FFE 853.00EE 852.98RIM 852.10FFE 853.00EE 852.98FFE 853.00FFE 853.00FFE853.00FFE 853.00EE 852.98FFE 853.00EE 852.98RIM 851.50852.98RIM 852.10853.00852.00851.00852.00851.00EE 852.98FFE 853.00EE 852.98FFE 853.00852.50FFE 853.00852.50847.00848.00849.00851.00852.00853.00854.00MATCH EXISTING GRADEEE 852.98850.00FFE 853.00EE 852.98866.00866.00EE 852.98EE 852.98RIM 852.10RIM 855.50846.00855.00856.00853.00+ 851.001,800 sf+ 850.002,270 sf857.33857.31857.15TC 859.90BC/BR 859.40TR 859.60BR 859.10TR 859.90TC 859.08BC 858.58858.22TC 858.86BC 858.36853.00850.00864.00864.00863.00862.00861.00865.00865.00865.00866.00867.00TRIPHAMMER ROAD837.00838.00839.00840.00841.00842.00843.00844.00845.00846.00847.00848.00849.00850.00DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 4:01pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.02MATCH LINE - SEE SHEET L3.05GRADINGPLAN - SITE 1L3.01JVBMATCH LINE - SEE SHEET L3.01-1aMATCH LINE - SEE SHEET L3.01SCALE: 1:20GRADING PLAN1a 53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERBCEGEORGE JESSUP ROAD870.00869.00868.00867.00871.00873.00874.00875.00876.00877.00878.00879.00877.00878.00876.00879.00858.00859.00860.00861.00865.00866.00867.00868.00869.00870.00871.00872.00873.00874.00875.00859.00859.002%2%MAX.872.00873.00874.00TC 862.34BC 861.84TC 861.86BC 861.36BR 861.55TR 862.05EE 876.40BS 859.86TR 862.05878.00877.00876.00875.00880.00+ 867.002,400 sf875.00874.00873.00872.00870.00874.00874.00876.00875.00871.00867.00868.00864.00DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 3:51pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.03MATCH LINE - SEE SHEET L3.05MATCH LINE - SEE SHEET L3.01 GRADINGPLAN - SITE 1L3.02JVB 73207HASBROUCKAPARTMENTS3130G12GEORGE JESSUP ROADPROGRAM HOUSE DRIVEPLEASANT GROVE ROADHASBROUCK CIRCLE893.00895.00896.00895.00894.00BS 896.00TS 900.00BS 901.00TS 905.00MATCH EXISTING GRADEMATCH EXISTING GRADE897.00898.00899.00913.00915.00911.00912.00910.00909.00908.00907.00906.00MATCH EXISTING GRADE904.00903.00905.00906.00910.00896.00TW 910.50BW 907.00+ 894.001,100 sf900.00901.00902.00TW 908.50BW 907.00TW 909.50BW 907.00TW 910.50BW 907.00TW 902.00BW 901.00TW 902.00BW 900.00TW 904.50BW 903.00TW 904.50BW 903.00DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 4:02pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.04MATCH LINE - SEE SHEET L3.06MATCH LINE - SEE SHEET L3.02 GRADINGPLAN - SITE 2L3.03JVB CLARADICKSON HALL3018COURT HALL3202SISSON PLACESISSON PLACE1D1A1.5 FLOORS(dining space open to ceiling)5 FLOORS(above grade)856.00850.00845.00842.00857.00853.00854.00844.00844.00855.00855.00853.00853.00854.00857.00856.00856.00854.00855.00845.00 838.00841.00844.00839.00838.00847.00846.00848.00849.00851.00852.00FFE853.004.9%MAX.4.9%MAX.855.002%MAX.858.00857.00856.00BS 844.40TS 852.50EE 852.98BS 848.50TS 848.40EE 852.98EX.853.94EX.855.21EE 856.10TR 843.90MATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEEE 845.10RIM 843.50838.00842.00855.004.9%MAX.4.9%MAX.854.00856.00855.00854.00RIM 837.504.9%MAX.FFE 839.00FFE 839.00FFE853.00856.00RIM 855.00837.00836.00840.00BR 843.40842.64842.74843.00TC 843.50BC 843.00+ 834.001,400 sf3.3%845.00TR 843.50TR 843.50TR 843.74BR 843.24BR 843.00BR 843.10843.00843.00842.00841.90841.00840.00BR 839.39TR 843.50TR 839.29TS 839.39BR 839.00BR 839.00BS 834.17TD 839.00BD 834.06TD 839.00BD 836.06855.00853.00852.00850.00854.00853.003.3%EX.852.28DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 4:06pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.05 GRADINGPLAN - SITE 1L3.04JVBMATCH LINE - SEE SHEET L3.01 MARY DONLON HALL3026MEWS HALL3203COURT HALL320293209(JAM)JUST ABOUT MUSIC10UJAMAA3210SISSON PLACE6FLOORS6FLOORS858.00857.00859.00859.00860.00865.00870.00860.00868.00869.00864.00867.00866.00862.00863.00867.00858.00861.00875.00859.00861.00862.00861.00860.00859.00859.002%2%2%2%858.00858.0088 8 . 0 0887.00875.00876.00877.00878.00884.00883.00882.00881.00882.00879.00883.00884.00885.00886.00886.00881.00880.00TS 891.84BS 886.84884.50MATCH EXISTING GRADEMATCH EXISTING GRADE876.00871.00873.00874.00872.00874.00875.00877.00878.00879.00876.00877.00MATCH EXISTING GRADEMATCH EXISTING GRADEBS 859.86EE 869.80EE 880.20EE 891.98854.00RIM883.50862.00+879.70+879.97+879.97+880.20886.00EE 887.98873.54++874.19873.87++874.48EE 886.98858.00+874.00235 SF+875.00235 SF+876.00235 SF+877.00246 SFDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 4:07pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.06 MATCH LINE - SEE SHEET L3.02GRADINGPLAN -CONNECTORL3.05JVBMATCH LINE - SEE SHEET L3.07MATCH LINE - SEE SHEET L3.04 PLG RDPRV STN5213PROGRAM HOUSE DRIVE PLEASANT GROVE ROAD4B4B3A3B3C3A5C3B3B5FLOORS3FLOORS5FLOORS3FLOORS5FLOORSFLOORS3FLOORS2 FLOORS(above grade)3 FLOORS(above grade)3FLOORS3FLOORS3FLOORS6FLOORSEE 891.98DOCK 892.00EE 892.00EE 891.98EE 891.98908.00909.00910.00911.00912.00892.00893.00890.00888.00885.00884.00883.00890.00891.00888.00891.00892.00892.00891.00887.00886.00886.00889.00888.00889.00890.00891.00BS 886.84TS 891.84TS 891.84EE 892.00886.84+ 888.00+ 889.00+ 890.00888.00889.00890.00891.00891.00892.00892.00TS 905.00MATCH EXISTING GRADEMATCH EXISTING GRADEEE 891.98EE 891.98EE 892.00RIM892.50RIM888.00907.00907.00906.00905.00904.00903.00902.00901.00900.00906.00905.00897.00898.00899.00896.00895.00911.00893.00895.00896.00908.00EE 891.98+ 887.00319 sf892.00888.00889.00910.00909.00908.00907.00906.00887.00894.00893.00891.00 892.00 892.00 893.00 894.00 892.00 893.00 894.00 891.00892.00905.00 ELEV.895.30893.0 0 892.0 0 904.00903.00905.00906.00EE 891.98RIM887.50892.00 893.00 894.00 +892.00+892.00FFE 894.00EE 893.98FFE 893.00EE 892.98FFE 895.30EE 895.28898.00+ 888.00+ 889.00+ 890.00FFE 892.00FFE 892.00FFE 892.00FFE 892.00FFE 892.00FFE 893.00EE 892.98EE 891.98FFE 892.00EE 891.98FFE 892.00887.00EE 891.98EE 887.98891.00TW 901.50BW 893.00TW 905.50BW 901.50EE 886.98888.00 890.00889.00+ 903.001,900 sf+ 887.002,360 sf893.00BR 912.49BR 912.70TR 912.66TR 912.87+886.001518 SFDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 4:08pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.08MATCH LINE - SEE SHEET L3.05 MATCH LINE - SEE SHEET L3.03GRADINGPLAN - SITE 2L3.06JVB ROBERT J. & HELEN APPELCOMMONS3204KAY HALL3202KCRADIT FARM DRIVE4A5FLOORS6FLOORSFDCEE 884.02EE 869.97865.00866.00869.00869.00870.00871.00872.00873.00874.00875.00864.00TW 871.50BW 871.00BS 869.50865.33865.46EE 865.10EE 870.98EE 887.98TW 871.50BW 870.70EE 887.98FFE 871.00EE 870.98FFE 871.00885.00884.00886.00887.00875.00TS 873.00867.00875.50+868.00870.00BS 869.00TS 871.00EE 870.98BS 871.00866.37884.00885.00886.00887.00TS 877.96BS 878.06TS 885.60BS 885.70TS 888.02878.0088 8 . 0 0 TW 871.50BW 869.00TW 871.50BW 871.00TW 871.50BW 871.00TW 871.50BW 869.80TW 871.50BW 869.00TW 871.50BW 871.00BS 871.00872.00874.00873.00873 . 0 0TS 872.50TW 872.00BW 871.00871.00+868.00233 SF+869.00307 SF+870.00307 SF+873.00196 SF235 SF857.00858.00856.00855.00855.00856.00857.00858.00859.00860.00861.00862.00853.00854.00855.00852.00851.00850.00849.00850.00849.00848.00847.00846.00845.00DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 4:09pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678MATCH LINE - SEE SHEET L3.08MATCH LINE - SEE SHEET L3.10MATCH LINE - SEE SHEET L3.07-1a MATCH LINE - SEE SHEET L3.05GRADINGPLAN - SITE 2L3.07JVBSCALE: 1:20GRADING PLAN1SCALE: 1:20GRADING PLAN1aMATCH LINE - SEE SHEET L3.07 APPELTENNISCOURTS5966CCRADIT FARM DRIVECRADIT FARM DRIVE 4A4B5C5B5A5B5FLOORS5FLOORS3FLOORS3FLOORS3FLOORS3FLOORS3FLOORSEE 890.00893.00892.00891.00890.00889.00895.00899 . 0 0890.00892.00893.00894.00871.00872.00870.00897.00888.00898.00896.00899.00 899.00889.00890.00891.00873.00888.00890.00892.00891.00890.00889.00BR 894.38TR 894.88TR 894.88TC 895.00BC 894.50889.00EE 887.98RIM893.50RIM894.75873.00895.00893.00BS 887.79887.00888.71RIM892.50895.00896.00897.00898.00899.00888.00889.00890.00TC 892.00BC 888.70TC 891.50BC 891.40EE 893.98FFE 894.00EE 893.98FFE 894.00EE 893.98FFE 894.00EE 891.98FFE 892.00EE 893.98FFE 894.00EE 887.98FFE 888.00FFE 888.00TW 895.50TW 895.50TW 895.50TW 895.50892 .00 893 .00 894 .00 +892.002,774 sfFFE 894.00EE 893.98897.00898.00899.00889.001,690 sf896.00897.00895.00899.00+888.50+887.64 4.9%MAX.2%872.00885.00884.00883.00882.00881.00880.00872.00871.00874.00875.00886.00887.00879.00878.00877.00876.00875.00874.00873.00FFE 894.00EE 893.98 4.9%MAX.+890.00750 SFTR 895.22BR 894.72TR 895.69BR 895.19TR 895.18BR 894.68TR 892.65BR 892.15TR 892.81BR 892.31BS 876.50TS 890.00BS 883.502%MAX.893.00 892.00TC 891.50BC 890.00TS 889.79EE 889.98FFE 890.00EE 889.98FFE 890.00DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 4:11pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:GRADING LEGEND+846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONSTORM STRUCTURESGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.GRADING AROUND EXISTING TREES TO BE MINIMIZED.5.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.6.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.7.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.8.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.9.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFTAND REPLANT SHRUB WHEN GRADING IS COMPLETE.0020'40'STAI R ASTAI R BSTAIR CSTAIR ESTAI R OSTAI R PSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678SCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.07 MATCH LINE - SEE SHEET L3.06GRADINGPLAN - SITE 2L3.08JVB DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:09amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGSCHEDULEL4.00ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR GSTAIR HSTAIR ISTAIR J STAIR KSTAIR MSTAIR NSTAIR NSTAIR OSTAIR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678PLANT SCHEDULEKEYTAXONOMICALCOMMONROOTSIZENOTEMAJOR DECIDUOUS TREEACabAcer × freemanii 'Jeffersred'Autumn Blaze Freeman MapleB&B2" - 2-1/2"MULTI STEM, 3ACarAcer x freemanii ‘Armstrong'Armstrong Freeman MapleB&B3" - 3-1/2"ACsiAcer x freemanii ‘Sienna’Sienna Glen MapleB&B2" - 2-1/2"BEdhBetula nigra 'BNMTF'Dura-heat River BirchB&B10' - 11'MULTI STEM, 2, 3,4CEchCeltis occidentalis 'Chicagoland'HackberryB&B3" - 3-1/2"CEjaCercidiphyllum japonicumKatsuraB&B2" - 2-1/2"SPECIMENGLmsGleditsia triacanthos 'Christie'Halka Honey LocustB&B2" - 2-1/2"MULTI STEM, 3GLstGleditsia triacanthos 'Christie'Halka Honey LocustB&B2" - 2-1/2"STANDARD, BRANCHEDTO 7'GYdiGymnocladus dioicus 'Espresso'Espresso Kentucky Coffee TreeB&B2" - 2-1/2"LAstLiquidambar styracifluaSweetgumB&B2" - 2-1/2"LItuLiriodendron tulipifera 'JFS-Oz'Emerald City Tulip TreeB&B2" - 2-1/2"NYwfNyssa sylvatica 'Wildfire'Wildfire Black TupeloB&B1-1/2"PLxaPlatanus x acerifolia 'Morton Circle'Excalamation! London PlanetreeB&B3" - 3-1/2"QUupQuercus macrocarpa 'JFS-KW3'Urban Pinnacle Burr OakB&B1-1/2" - 1-3/4"QUheQuercus x macdanielli 'Clemons'Heritage OakB&B1-1/2" - 1-3/4"ULacUlmus 'Morton'Accolade ElmB&B2" - 2-1/2"ULfrUlmus ‘New Horizon’Frontier ElmB&B2" - 2-1/2"ULmgUlmus ‘Morton Glossy’Triumph ElmB&B3" - 3-1/2"MINOR DECIDUOUS TREEAMabAmelanchier × grandiflora 'Autumn Brilliance'Apple ServiceberryB&B6' - 7'MULTI STEM 5+CEcaCercis canadensisEastern Redbud, speciesB&B7' - 8'MULTI STEM 3 - 5COmaCornus mas 'JFS PN4Legacy'Saffron Sentinel Cornelian CherryB&B7' - 8'MULTI STEM 3 - 5HAviHamamelis virginiana 'Harvest Moon'Harvest Moon Witch-hazelB&B6' - 7'MULTI STEM 5+MAsgMalus sargentii 'Sargent'Sargent CrabappleB&B6' - 7'MAdyMalus sp. 'Donald Wyman'Donald Wyman CrabappleB&B8' - 9'MAweMalus sp. 'Manbeck Weeper' (syn. Anne E)Anne E CrabappleB&B8' - 9'MAgoMalus sp. ‘Schmidtcutleaf’Golden Raindrops CrabappleB&B6' - 7'MAstMalus sp. 'Sugar Tyme'Sugar Tyme CrabappleB&B8' - 9'MAzuMalus x zumi var. calocarpaZumi CrabappleB&B8' - 9'MGbuMagnolia x 'Butterflies'Butterflies MagnoliaB&B8' - 9'MULTI STEM 3 - 5MGelMagnolia x 'Elizabeth'Elizabeth MagnoliaB&B6' - 7'MULTI STEM 3 - 5MGmeMagnolia × loebneri 'Merrill' Loebner MagnoliaB&B8' - 9'MULTI STEM 3 - 5MAJOR CONIFEROUS TREEMElgMetasequoia glyptostroboidesDawn RedwoodB&B10' - 11'LargeMEsmMetasequoia glyptostroboidesDawn RedwoodB&B6' - 7'SmallTHlgThuja plicataGreen Giant Western RedcedarB&B10' - 11'LargeTHsmThuja plicataGreen Giant Western RedcedarB&B6' - 7'SmallPIfaPinus strobus 'Fastigiata'Columnar White PineB&B9' - 10'PIvpPinus flexilis 'Vanderwolf's Pyramid'Vanderwolf's Pyramid' LimberPineB&B7' - 8'PIomPicea omorikaSerbian SpruceB&B9' - 10'SHRUBS & ORNAMENTAL GRASSESAEpaAesculus parvifloraBottlebrush Buckeye#154' - 5'COmfCornus sanguinea 'Midwinter Fire'Midwinter Fire BloodtwigDogwood#524" - 30"COobCotinus obovatusAmerican Smoketree#155' - 6'DIloDiervilla lonicera 'Copper'Copper Lobush Honeysuckle#315" - 18"HAamHamamelis vernalis 'Amethyst'Ozark Witch-hazel#154' - 5'HYkaHypericum kalmianum 'Ames'Ames Kalm St. John's Wort#315" - 18"JUviJuniperus virginiana 'Grey Owl'Grey Owl Eastern Redcedar#315" - 18"LIbeLindera bezoinSpicebush#103' - 4'PHhajPhysocarpus opulifolius 'Jefam'Amber Jubilee Ninebark#524" - 30"PHgwPhysocarpus opulifolius 'SMNPOBLR'Ginger Wine Ninebark#524" - 30"BULBS and GROUNDCOVERChionodoxa x 'Pink Giant'Pink Giant Glory of the SnowBULBSPRING PLANTINGColchicum autumnaleAutumn CrocusBULBSPRING PLANTINGNarcissus ‘Hawera,’DaffodilBULBFALL PLANTINGParthenocissus quinquefoliaVirginia CreeperBAREROOTSPRING PLANTINGSpiraea japonica 'Golden Elf'Japanese Spirea#2NO SUBSTITUTIONSTORMWATER PLANTERZizia aureaGolden Alexanders2 QTAmsonia hubrichtiiBlue Star2 QTIris versicolorBlue Flag2 QTKEYTAXONOMICALCOMMONROOTSIZENOTEBIORETENTION MIX A - LOW SEDGE & GRASSES w/ CLOVERCarex pensylvanicaPennsylvania Sedge3" PLUG16 PLUG TRAY, SPRINGPLANTING30% Molate Red FescueSEED10# per 1000 sf10% Nanook Hard Fescue15% Marco Polo Sheep Fescue15% Quatro Sheep Fescue10% Hesperis matronis20% Miniclover White CloverEutrochium dubium 'Little Joe'Little Joe Joe Pye Weed#1Nepeta x faassenii Six Hills GiantSix Hills Giant Catmint#1Panicum virgatum 'Rotstrahlbushch'Rotstrahlbusch Switchgrass#2BIORETENTION MIX B - WOODY SHRUB MIXCornus sericea 'Farrow'Arctic Fire Dwarf Red TwigDogwood#5Cephalanthus occidentalis 'SMCOSS'Shugar Shack Dwarf Button Bush#5Physocarpus opulifolius 'Nanus'Dwarf Ninebark#5Rosa palustrisSwamp Rose#3Salex repens (arenaria var repens)Creeping Silver Willow#3Sorbaria sorbifolia 'Sem'Sem Dwarf Ural False Spirea#5TURF MIX A - TRAFFIC/DROUGHT TOLERANT TALL FESCUE MIX34% Monet Tall FescueSEED10# per 1000 sf33% Cochise IV Tall Fescue33% Essential Tall Fescue30% Dorado Tall FescueSOD25% Golcanda Tall Fescue25% Tonto Tall Fescue20% Blueberry Kentucky BluegrassTURF MIX B - LOW GROW FINE FESCUE MIX30% Nanook Hard FescueSEED10# per 1000 sf25% Marco Polo Sheep Fescue 25% Quatro Sheep Fescue20% Gamechanger Turf-Type Annual RyegrassQuantity Note: Final quantities for major tree species (deciduous + evergreen) will meet or exceed 320. 1GEORGE JAMESONHALL3201JESSUP PLACE GEORGE JESSUP ROADSTAIR A2D2C2B2A1C1B2B4FLOORS5FLOORS5FLOORS5FLOORSSTAIR BSTAIR CSTAIR D4 FLOORS(above grade)FDCFDCFDCULac2GLst2GLms1GLst4BEdh3ULfr2PIfa2GYdi3ACar6CEch3PIvp5ULmg4ULfr13ULac1GLms1THsm3ULac3ULmg4ACsi2MEsm4BEdh3AEpa4HAam6AEpa3MEsm2MEsm2MEsm2MElg1AEpa5HAam5MElg1AFsi1AFab1AFar3CEch3GLst2GLms3GLst3ULfr3ULmg4ULfr6GYdi6GLms2BEdh10MEsm2GLst1MElg1MEsm1MElg1MEsm2LIbe3HAam6TRIPHAMMER ROADPIom3DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:00amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN - SITE 1L4.01ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xx0020'40'SCALE: 1:20PLANTING PLAN1STAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR G STA IR H STA IR I STAIR J STA IR K STA IR M STA IR N STA IR NSTAIR OSTAIR PSTAIR QSTAIR R 2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a12345678MATCH LINE - SEE SHEET L4.02MATCH LINE - SEE SHEET L4.04SCALE: 1:20PLANTING PLAN1aMATCH LINE - SEE SHEET L4.01-1a MATCH LINE - SEE SHEET L4.01 53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERBCEGEORGE JESSUP ROADULmg1ULfr2ULmg1ULac5ULac1ULmg2ULfr1AFsi5CEja3MElg1MEsm2MElg1MEsm1MElg1DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:00amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN - SITE 1L4.02ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR GSTAIR HSTAIR I STA IR J STAIR KSTAIR MSTAIR NSTAIR NSTAIR OSTAIR P STA IR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456780020'40'SCALE: 1:20PLANTING PLAN1MATCH LINE - SEE SHEET L4.03MATCH LINE - SEE SHEET L4.05MATCH LINE - SEE SHEET L4.01 73207HASBROUCKAPARTMENTS3130G12GEORGE JESSUP ROADPROGRAM HOUSE DRIVEPLEASANT GROVE ROADHASBROUCK CIRCLESTAIR HLItu3MEsm3ULfr1ULac4PIom7DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:00amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN - SITE 2L4.03ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR GSTAIR HSTAIR I STA IR J STAIR KSTAIR MSTAIR NSTAIR NSTAIR OSTAIR P STA IR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456780020'40'SCALE: 1:20PLANTING PLAN1MATCH LINE - SEE SHEET L4.04MATCH LINE - SEE SHEET L4.06MATCH LINE - SEE SHEET L4.02 CLARADICKSON HALL3018COURT HALL3202SISSON PLACESISSON PLACESTAIR E1D1A1.5 FLOORS(dining space open to ceiling)STAIR FSTAIR G5 FLOORS(above grade)FDCTHsm2ACab2GYdi2QUup2LItu6QUhe4COob5QUhe4PIom3PIom6COob5COob5GYdi2PIvp3PIvp3GLst1GLms1QUup2QUhe2THlg3DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:00amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN - SITE 1L4.04ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR GSTAIR HSTAIR I STA IR J STAIR KSTAIR MSTAIR NSTAIR NSTAIR OSTAIR P STA IR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456780020'40'SCALE: 1:20PLANTING PLAN1MATCH LINE - SEE SHEET L4.01MATCH LINE - SEE SHEET L4.05 MARY DONLON HALL3026MEWS HALL3203COURT HALL320293209(JAM)JUST ABOUT MUSIC10UJAMAA3210SISSON PLACE6FLOORS6FLOORSFDCFDCPIom2PIvp1NYwf4PLxa15PLxa4MAgo2MAgo5PIvp2HAam6QUup2PIfa4PLxa6PLxa5PLxa5ACar3AFsi2DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:00amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN -CONNECTORL4.05ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR GSTAIR HSTAIR I STA IR J STAIR KSTAIR MSTAIR NSTAIR NSTAIR OSTAIR P STA IR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456780020'40'SCALE: 1:20PLANTING PLAN1MATCH LINE - SEE SHEET L4.06 MATCH LINE - SEE SHEET L4.02MATCH LINE - SEE SHEET L4.04 MATCH LINE - SEE SHEET L4.07 PLG RDPRV STN5213PROGRAM HOUSE DRIVE PLEASANT GROVE ROADSTAIR JSTAIR KSTAIR ISTAIR H4B4B3A3B3C3A5C3B3B5FLOORS3FLOORS5FLOORS3FLOORS5FLOORSFLOORS3FLOORS2 FLOORS(above grade)3 FLOORS(above grade)3FLOORS3FLOORS3FLOORS6FLOORSFDCFDCFDCMEsm2ACar2MElg2MElg1MEsm4ACab2MEsm3MEsm6MAsg3LItu1ULfr3THlg3THsm3CEch2PIfa5ULfr2ULmg6MEsm2MElg2MEsm3ACab1MElg2MEsm3LIbe6COma3CEca4HAvi5HAvi3LIbe3LIbe5HAvi3HAvi3HAam8AMab7AMab4CEca5AMab3AMab3NYwf3CEja6HAvi5LIbe5HAam6MElg1ACar2MEsm4MElg2MEsm3ULfr2AEpa6HAvi5ACar3ACar2ACab1LAst2AFsi3LAst3CEca4NYwf3ACsi3ULac5PIvp3PIvp2ACab1PIvp2PIfa2ACsi3CEac3LItu1LAst1DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:14amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN - SITE 2L4.06ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR E STAIR FSTAIR GSTAIR HSTAIR ISTAIR JSTAIR KSTAIR MSTAIR NSTAIR NSTAIR O STA IR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456780020'40'SCALE: 1:20PLANTING PLAN1MATCH LINE - SEE SHEET L4.08MATCH LINE - SEE SHEET L4.05 MATCH LINE - SEE SHEET L4.03 ROBERT J. & HELEN APPELCOMMONS3204KAY HALL3202KCRADIT FARM DRIVE4A5FLOORS6FLOORSSTAIR NSTAIR LSTAIR MSTAIR PSTAIR OFDCMGbu3MGel3MGme4MAst4MAzu3MAdy3MAzu3MGme3MGme3CEca4MGme2MGbu4CEca1CEca2DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:16amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN - SITE 2L4.07ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR E STAIR FSTAIR GSTAIR HSTAIR ISTAIR JSTAIR KSTAIR MSTAIR NSTAIR NSTAIR O STA IR PSTAIR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456780020'40'SCALE: 1:20PLANTING PLAN1MATCH LINE - SEE SHEET L4.08 MATCH LINE - SEE SHEET L4.07-7a MATCH LINE - SEE SHEET L4.05MATCH LINE - SEE SHEET L4.07SCALE: 1:20PLANTING PLAN1a APPELTENNISCOURTS5966CCRADIT FARM DRIVECRADIT FARM DRIVE 4A4B5C5B5A5B5FLOORS5FLOORS3FLOORS3FLOORS3FLOORS3FLOORS3FLOORSSTAIR LSTAIR QSTAIR RFDCFDCFDCMGme2ULfr7MElg2MEsm2MEsm2LIbe4HAam5HAam5COma3LIbe5ACab2ACab2ACsi3AMab4MGel5THlg4MEsm2ULac4ACar3CEca2PIfa2ACab1THsm2DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 11:00amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGPLAN - SITE 2L4.08ZDRPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER MIX - PERENNIALGROUNDCOVERBIORETENTION MIX A - LOW GRASSES W/ WOODYCANOPYBIORETENTION MIX B - MIXED SHRUB PLANTINGMAJOR BROAD LEAF DECIDUOUS TREEMAJOR BROAD LEAF DECIDUOUS TREE IN SODMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN SOIL CELLSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXSODPLANTING BED WITH GROUNDCOVER PLANTINGEXISTING TREE DRIPLINEROUGH QUARRY BLOCK - 90% STONE TYPE A, 10%STONE TYPE DSCREE BED - 30% STONE TYPE B, 70% STONE TYPE CBY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1.ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2.TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTESSHEET KEYNOTES5L5.048L5.041L5.0412L5.048L5.049L5.04XXLx.xx##L5.042, 3L5.051L5.052, 3L5.05XXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxXXLx.xxSTAIR ASTAIR BSTAIR CSTAIR ESTAIR FSTAIR GSTAIR HSTAIR I STA IR J STAIR KSTAIR MSTAIR NSTAIR NSTAIR OSTAIR P STA IR QSTAIR R2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456780020'40'SCALE: 1:20PLANTING PLAN1MATCH LINE - SEE SHEET L4.07 MATCH LINE - SEE SHEET L4.06 CONCRETE WALK#4 REBAR @ 18" O.C. BOTH WAYSCOMPACTED NYSDOT TYPE 4 SUBBASE(ITEM 304.14)COMPACTED SUBGRADENOTES:1.SEE PLANS FOR TOOL JOINTS, EXPANSIONJOINTS (EJ), LAYOUT WIDTHS AND RADII.2.2" MINIMUM CONCRETE COVERAGE ON MESHAND TIESCROSS SLOPE AS SHOWNON GRADING PLAN6"1'-0" 3"NOTES:1.SEE PLANS FOR CONTROL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII, SEE DETAIL L5.01-3FOR JOINT DETAILS.2.CONCRETE TO HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6% AIR ENTRAINMENT(+/- 1%), MAX.W/C=0.40.3.USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST EDITION.4.AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETECONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETE SURFACEAND BE SUSPENDED ABOVE.5.SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS.6.FIBERS SHALL MEET ASTM C1116 7 C1018, 100%, HOMOPOLYMER POLYPROPYLENE FIBERS, 3/4" TO 1 1/2"LENGCH, SPEC. GRAV. 0.9 BY GRACE FIBERS, FIBERMESH, PROMESH OR EQUAL.8"5"2"6"8" COMPACTED TYPE 2 SUBBASE,NYSDOT ITEM #304.12COMPACTED SUBGRADE5000 PSI FIBER REINFORCED CONCRETEMEDIUM BROOM FINISH. BROOMPERPENDICULAR TO LINE OF TRAFFIC.NOTES:1.SEE PLANS FOR LOCATION AND TYPE OF SCOREJOINTS.2.BROOM PERPENDICULAR TO LINE OF TRAFFIC.3.2" WINDOW PANE EDGE FINISH.WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLAN SAW CUT CONTROL JOINTS OR EXPANSIONJOINTS11 2"1-1/2" COMPACTED NYSDOT SUPERPAVE9.5MM TOP COURSE (402.097203)9" COMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12) (LEDGEROCK)3" COMPACTED NYSDOT SUPERPAVE 19MMBINDER COURSE (402.197903)FABRIC TO WRAP 12" UNDER ASPHALT BINDERCOURSECOMPACTED SUBGRADE1'-0"TAMP EDGES - FILL & FEATHER TO MEETEXISTING GRADESEPARATION FABRIC: MIRAFI 500X OREQUIVALENT1'-0"9"3"3" NYSDOT TYPE 4 SUBBASE OR APPROVEDASPHALT MILLINGS MAY BE USED IN BOTTOMLIFT AND SHALL NOT EXCEED 3" IN DEPTH.(ITEM 304.14)3" 11 2"15" COMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12) (LEDGEROCK)COMPACTED SUBGRADE3" NYSDOT TYPE 4 SUBBASE OR APPROVEDASPHALT MILLINGS MAY BE USED IN BOTTOMLIFT AND SHALL NOT EXCEED 3" IN DEPTH.(ITEM 304.14)1'-3"4.5" COMPACTED NYSDOT SUPERPAVE 19MMBINDER COURSE (402.197903)41 2" 3"SEPARATION FABRIC: MIRAFI 500X OREQUIVALENT1-1/2" COMPACTED NYSDOT SUPERPAVE9.5MM TOP COURSE (402.097203)4"1'-6"BUILDING FACE OR RETAINING WALL#4 EPOXY-COATED SMOOTH DOWELAT 16" O.C. GREASE AND CAST INTOFOUNDATION WALL.CONCRETE PAVEMENT AT BUILDINGTHRESHOLDSEXPANSION JOINTBUILDING OR WALL FOUNDATION6"6"NOTES:1.CONCRETE PAVEMENT TO BE PINNED TO BUILDING OR WALL STRUCTURES AT ALLCONNECTIONS.2.PIN AT ALL BUILDING ENTRIES, TO BE COORDINATED WITH STRUCTURAL.6'-0" TYP6'-0"PITCH 1:12PITCH 1:12DETECTABLE WARNINGS, FULL WIDTH OFRAMP EXCLUSIVE OF SIDE FLARES - SEESPECS.NOTES:1.SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS2.GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.6'-0" TYP PITCH 1:126' TYP.121ISOMETRIC VIEW N.T.S.PLAN6' TYP.6' TYP.PITCH 1:121126' TYP.6" TYP 6'-0" MIN.SEE LAYOUT PLANS2'-0"6'-0" TYP6'-0" MIN.SEE LAYOUT PLANS6'-0"DETECTABLE WARNINGS, FULL WIDTH OF RAMPEXCLUSIVE OF SIDE FLARES - SEE SPECS.NOTES:1.SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS2.GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.5'-0" TYP1:12 (8.3%)4' MIN.121ISOMETRIC VIEW N.T.S.PLAN6' TYP.6' TYP.1125' TYP.2'-0"2% MAX.MAX SLOPE1:12 (8.3%)MAX SLOPE 1:50 (2%)MAX SLOPE NOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"ADJACENT PAVINGADJACENT PAVEMENT OR LAWNTYPE "C" GRANITE CURBING5"X16", SAWN TOP SPLIT FACE (4'MINIMUM LENGTH)LEAN CONCRETE CONTINUOUS FULLLENGTH OF CURB1'-4"3"5"DRY CONCRETE MIX AS CURBBEDDING9"6"6"COMPACTED NYSDOT TYPE 4SUBBASE (ITEM 304.14)UNDISTURBED EARTHELEVATIONPLAN"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBUSE FLEXIBLE CAULK AT 150'INTERVALS FOR EXPANSION, OTHERJOINTS < 18" GAP"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBGRANITE CURBNOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESSTHAN 100 FEET AS INDICATED ON LAYOUT PLAN.ADJACENT PAVING1'-0"5"FLUSH GRANITE CURB W/ SAWN & THERMALTOP AND FACESADJACENT PAVINGLEAN CONCRETE CONTINUOUS FULL LENGTHOF CURBDRY CONCRETE MIX AS CURB BEDDINGCOMPACTED NYSDOT TYPE 4 SUBBASE(ITEM 304.14)UNDISTURBED EARTH3"9"6"6"4"ADJACENT PAVINGADJACENT PLANTINGTYPE "C" GRANITE CURBING5"X16", SAWN TOP SPLIT FACE (4'MINIMUM LENGTH)LEAN CONCRETE CONTINUOUS FULLLENGTH OF CURB1'-4"3"5"DRY CONCRETE MIX AS CURBBEDDING9"6"6"COMPACTED NYSDOT TYPE 4SUBBASE (ITEM 304.14)UNDISTURBED EARTHELEVATIONPLANCORNER JOINTEQ. ANGLEEQ. ANGLEANYTIMERESERVEDPARKINGTYPE ATYPE CRESERVEDPARKING3'-0" TYP.12"7'-0" CLEAR MIN., TYP.2" SQUARE BOX ALUMINUMPOST WITH WELDED CAPAND BREAKAWAY BASEADJACENT PAVEMENT2500 PSI CONC. SONOTUBESTACK SIGNS ASINDICATED IN PLANANYTIMERESERVEDPARKINGRESERVEDPARKINGTYPE BVANACCESSIBLE8'-0"ADA PARKING SIGNSALIGN CENTERED ONSPACE AS SHOWN ONPLAN.FLUSH CURBWHITE 4" WIDE PAINTED LINES (TYP)4' X 4' ADA SYMBOL CENTERED INPARKING SPACE8'-0"8'-0"18'-0" 2'ADA DETECTABLE WARNING TILES, SEESPECIFICATIONS.RAMPNO PARKING SIGNALIGN CENTERED ONSPACE, AS SHOWN ONPLANRAMP2%ANYTIMETYPE DRESERVEDPARKING1'-6"ANYTIMETYPE E1'-0 " 6"6"ADJACENT ASPHALT PAVING OR GRAVELDRIVE, AS SHOWN ON PLANTRAVERSABLE CURB WITHSAWN AND THERMAL FACECONCRETE BEDDINGFULL LENGTH OF CURB. GROUT FRONT OFJOINTS FLUSH WITH MORTAR MIX.ADJACENT CONCRETE PAVEMENTSUBBASECOMPACTED SUBGRADEGRANITE SETTS1" SAND CEMENT SETTING BEDCOMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12)POLYMERIC SAND FILLED JOINTSFIBER REINFORCEDCEMENT BASE4"8"PROVIDE 12" WEEP HOLES AT 12'-0"O.C. ALONG LINE OF LOW POINT4" NO. 2 ROUND STONEADJACENT PLANTING OR PAVINGWRAPPED FILTER FABRICCOMPACTED SUBGRADE8"1'-0" WRAPSTEEL EDGING - NOT REQUIRED WHENADJACENT TO WALLS, BUILDING ORPAVEMENTCOMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12)BUILDING FACE ORWALL FACEDEPTH TO BLDG OVERHANG2'-0", MIN.4"8"SLOPE BOTTOM OF EXCAVATION AWAY FROMBUILDING, SEE CIVIL PLANS FOR LOCATIONSOF UNDER DRAINS4" PERFORATED UNDER DRAINCONNECTED TO STORM SEWEREXISTING ASPHALT PAVEMENT, CLEAN ANDAPPLY TACK COAT PRIOR TO OVERLAY1-1/2" COMPACTED NYSDOT SUPERPAVE9.5MM TOP COURSE (402.097203)NOTES:1.ASCERTAIN EXISTING DEPTH OF ASPHALT PAVEMENTTO DETERMINE FEASIBILITY OF TRUCK TRAFFIC ONMILLED SURFACESAWCUT RESURFACE LIMIT LOCATIONAS SHOWN ON PLANSEXISTING ASPHALTEXISTING SUBBASESURFACE COURSE1'-6"BINDER COURSEEXISTING SUBGRADEEXISTING PAVEMENTNEW PAVEMENTNOTES:1.OVERALL DEPTH DEPENDS ON PAVEMENT TYPE USED, SEE PLANS.MILLED PAVEMENT REBATE,1.5" MIN. X 18"NEW COMPACTED SUBBASECLEAN AND APPLY TACK COAT,INCLUDING VERTICAL SURFACES, PRIORTO OVERLAY TO IMPROVE BONDINGTOP OF SPEED TABLE8'-0"ADJACENT PAVEMENT1'-0" COMPACTED SUBBASECOMPACTED SUBGRADEHEAVY DUTY CONCRETE PAVEMENT, SEEDETAIL8% MAX.FLUSH GRANITE CURB, SEE DETAIL6"8'-0"1/2" DIA. X 18" EPOXY COATEDSMOOTH W/ PLASTIC SLEEVE AT18" O.C.CONCRETE PAVEMENT1/2" EXPANSION JOINT (EJ) FILLERSTRIP AND JOINT SEALANT1'-2"1'-2"2"CONTROL JOINT - SAW CUT 14 DEPTHOF SLAB THICKNESS. TRIM EVERYOTHER WIRE AT CONTROL JOINTSNOTES:1.SEE PLANS FOR LOCATION AND TYPE OF JOINTS.2.OVERLAP MESH SHEETS 1'-0" MIN.1/2" EXPANSION JOINT (EJ) FILLER STRIP ANDJOINT SEALANT1/2" DIA. X 18" EPOXY COATED SMOOTH W/PLASTIC SLEEVE AT 18" O.C.EJCONTROL JOINT - SAW CUT 14 DEPTH OF SLABTHICKNESS. TRIM EVERY OTHER WIRE ATCONTROL JOINTSCJNOTES:1.SEE PLANS FOR LOCATION AND TYPE OF JOINTS.SELF LEVELING POLYURETHANEJOINT SEALANTPREMOLDED BITUMINOUS JOINT FILLER. JOINTSIZE TO BE CONFIRMED WITH PANEL LAYOUTAND SPACING, 30' MIN. SPACINGEJCONTROL JOINT - SAW CUT 14 DEPTH OF SLABTHICKNESS. 5' SPACING OR AS SHOWN ONPLAN.1/2"1/4"CJDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 2:46pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PAVINGDETAILSL5.01MDC1" = 1'-0"HEAVY DUTY CONCRETE21" = 1'-0"MEDIUM DUTY CONCRETE81" = 1'-0"CONCRETE FINISH41" = 1'-0"MEDIUM DUTY ASPHALT61" = 1'-0"HEAVY DUTY ASPHALT71" = 1'-0"PIN TO BUILDING51/4" = 1'-0"CURB RAMP - TYPE A161/4" = 1'-0"CURB RAMP - TYPE B191" = 1'-0"ROADWAY GRANITE CURB121" = 1'-0"FLUSH GRANITE CURB171" = 1'-0"LANDSCAPE CURB151/8" = 1'-0"ADA PAVEMENT MARKINGS AND SIGNAGE (TYPICAL)111" = 1'-0"TRAVERSABLE GRANITE CURB141" = 1'-0"GRANITE SETTS181" = 1'-0"GRAVEL MULCH201" = 1'-0"ASPHALT PAVEMENT OVERLAY (CORNELL STANDARD)131" = 1'-0"ASPHALT PATCH91" = 1'-0"RAISED TABLE CROSSING211" = 1'-0"TYPICAL HEAVY DUTY EXPANSION JOINT101" = 1'-0"TYPICAL CONCRETE JOINTS - HEAVY DUTY CONCRETE11" = 1'-0"TYPICAL CONCRETE JOINTS - MEDIUM DUTY CONCRETE3 8'-4"1'-4"1'-0"EPOXY COATED #4 @ 12" O.C.EPOXY COATED #5 @ 12" O.C.NYSDOT TYPE 4 SUBBASE (ITEM 304.14)ADJACENT CONCRETE WALK18" LONG X 3/4" DIA. EPOXY COATED SMOOTHDOWELS WITH DOWEL SLEEVE @ 18" O.C.EPOXY COATED #5 @ 12" O.C.(3) EPOXY COATED #46"6"12"8"8" MIN3"CLR.MIN.8"6"6"1'-0"4'-0" MIN 6"EPOXY COATED #5 @ 12" O.C.EPOXY COATED #4 NOSING BAREPOXY COATED #4 @ 12" O.C.NYSDOT TYPE 2 BASECOMPACTED SUB-GRADE (TYP.)3L5.02GRANITE STAIR TREAD1/4"MORTAR BEDBACKER RODJOINT SEALANTGRANITE TREAD, TYP.2"51 2"2% WASH2% WASHTYPE 316 S.S. DOWEL 3/8"Ø X 6"LONG. MIN. (2) PER TREAD PIECE,CORE AND GROUT / EPOXY.1'-2"FILL ANNULAR SPACE WITH NON-METALLIC,NON-SHRINK GROUT OR ANCHORING CEMENT3'-0" 3'-6"1 1/2" O.D. SCHED 80 SS HANDRAIL AND POSTS6"1'-0"1'-0"10"1'-0"1'-0"HAUNCHCONCRETE TORECEIVE POST3" MIN. CLR.CORE DRILL HOLE 34" LARGER THAN POSTDIAMETER.LEAVE 18" TO 14" BUILDUP OF GROUT ORCEMENT AND SLOPE AWAY FROM POST7"3"4"CONCRETE OR GRANITE TREADCENTER POST IN TREADFOR GRANITE STAIRS, TOP TREADIS SIZED TO ACCOMMODATE 3"CORE FOR POSTVARIES, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR EACH SET OF STAIRS6'-0" MAX. SPAN8"4'-0" TYP.2'-0" TYP.OVERLAP REBAR STIRRUPS TO ACHIEVEREQUIRED SPACINGAS REQUIRED FOR FULL WIDTH OF STAIRNOTES:1.SUBMIT SHOP DRAWINGS OF TREADS FOR REVIEW.2.FIELD VERIFY THE TREAD WIDTH OF THE TAPER FOR TREAD LENGTH.3.USE SINGLE TREAD PER STEP FOR STAIRS LESS THAN 10' WIDE.XX/2X/4CAULK HEAD JOINT, TYP.3'-6" MIN 4" MAX 1 1/2" OD SSSCHED 80 TOP RAIL1/2" OD SS SCHED 80PICKET1 1/2" OD SSSCHED 80 BOTTOM RAILCORE AND GROUTINTO WALL, DOMEGROUT FOR DRAINAGEAWAY FROM POST3'-6"CONCRETERETAININGWALL ORSTONEVENEERTERRACEWALL5'-0" MAX. (SEE PLANS)NOTES:1.CONTRACTOR TO SUBMIT ENGINEERING DRAWINGS VERIFYING RAILING MEETSREQUIRED LOAD BEARING CAPACITIES REQUIRED BY NYS BUILDING CODE2.CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.3.SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.4.WELDS SHALL BE CONTINUOUS, GROUND SMOOTH5.EXPANSION JOINTS TO BE LOCATED IN RAILS SPACED 18' MIN.1'-0" 1'-0"BUILDING WALLSEE LAYOUT PLAN FOR LOCATIONS4"MAX.WELD PICKETSTOP AND BOTTOMAND GRIND SMOOTHBLUESTONE QUARRY BLOCKNOTES:1.ALL EXPOSED FACES AND TOPS SHALL BE SAWN AND THERMALLED.2.STANDARD UNIT IS 24" HIGH (±20" REVEAL) X 20" DEEP X 6' LONG.3.REFER TO PLANS FOR CONFIGURATION.1'-11"ADJACENT LAWN OR PLANTINGSUBBASECOMPACTED SUBGRADE6"2'-0"3"1" LEVELING COURSEADJACENT LAWNOR PLANTINGSUBBASELIMESTONEQUARRY BLOCKCOMPACTEDSUBGRADE1'-8"6"2'-0"NOTES:1.LENGTH OF BLOCK SEGMENTS VARIES, REFER TO LAYOUT PLAN FOR DIMENSIONS.2.STONE FOR SEAT WALLS TO BE LIMESTONE QUARRY BLOCKS.3.ALL EXPOSED FACES EXCEPT TOP TO BE NATURAL CLEFT. TOP TO BE SAWN AND THERMALLED.4.SAW CUT ABUTTING FACES TO ACHIEVE 12" JOINT, TOOL EDGES TO PROVIDE SMOOTH CONTINUOUS SURFACE AT JOINTS.5.PLACE STONE WITH 1'-8" EXPOSED ON LOW SIDE (STONEDUST SIDE), AND WITH 3" MIN BELOW FINISHED GRADE ALL OTHERSIDES. IN NO CASE SHALL WALL HEIGHT EXCEED 30". PROVIDE FILL AND LAWN SEED AS NECESSARY.COMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12)LIMESTONE QUARRY BLOCK1'-8"6"OVERALL LENGTH VARIES, AS SHOWN ON PLANS3"SAW CUT TO ACHIEVE 12" MAX JOINT (±18"). HANDTOOL EXPOSED EDGES TO ACHIEVE TIGHT FITAND APPEARANCE. EXPOSED SAWN FACESSHALL NOT BE PERMITTED.3"EMBED 3" BELOW FINISHED GRADE, MIN.1" LIMESTONE SCREENING LEVELINGCOURSE1" LEVELINGCOURSEFINISHED GRADENOTES:1. BOTTOM OF LIMESTONE QUARRY BLOCK TO FOLLOW FINISH GRADE;TOP OF BLOCK TO BE LEVELED.AVERAGE JOINT WIDTH SHALL BE 1/2". HANDTOOL EXPOSED EDGES TO ACHIEVE TIGHT FITAND APPEARANCE AS SHOWN.BASIN FINISH GRADE, SEE GRADING PLANLIMESTONE QUARRY BLOCK WALLLEVELING COURSECOMPACTED SUBGRADEJOINT WHERE STONES MEET TO BE SAWCUTFLUSH AND JOINT TO BE GROUTEDCLBASIN RIM BEHIND WALL, ELEVATION VARIESSEE GRADING PLANS1'-8"1'-0" TYP.4"4'-0"3" HEIGHT VARIES8"1'-0"1'-0"8"8"COMPACTED SUBGRADE# 4 EPOXY COATED REBAR 12" O.C. EW/EF(3) # 5 EPOXY COATED SUPPORT BARS#5 EPOXY COATED BARS @ 24" O.C.1/2" CHAMFER ALL EXPOSED CORNERSSELECT GRANULAR FILLADJACENT SURFACE VARIES, REFER TO PLAN42" HIGH S.S. CABLE GUARD RAIL4" PERFORATED UNDER DRAINCONNECTED TO STORM SEWER1" Ø WEEP HOLESDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 2:55pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:WALLS ANDTYPICAL STAIRDETAILSL5.02MDC/VV1/2" = 1'-0"GRANITE STAIRS63" = 1'-0"GRANITE STAIR TREAD3SHEET NOTES1.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYINGFORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.2.DETAILS SHOWN ARE TYPICAL; REFER TO STAIR SCHEDULE AND PROFILES.3.HANDRAIL MATERIALS AND FINISHES ARE PER STAIR SCHEDULE.4.SUBMIT SHOP DRAWINGS OF HANDRAILS FOR REVIEW.1/2" = 1'-0"TYPICAL RAILING DETAILS41/2" = 1'-0"STAIR NOSING BAR21/4" = 1'-0"TYPICAL TREAD LAYOUT PLAN11" = 1'-0"GUARD RAIL71" = 1'-0"BLUESTONE QUARRY BLOCK81" = 1'-0"LIMESTONE BLOCK WALL101/2" = 1'-0"LIMESTONE BLOCK WEIR53/4" = 1'-0"CONCRETE WALL9 2" SQUARE STAINLESS STEEL TUBE, 11GUAGE6" CORE DRILL & GROUT IN CONCRETECONCRETE FOOTING3" X 3" X 18" STEEL PLATE WELDED TO PIPE1'-4"8"10" 2'-81 2"2'-6"R6"NOTES:1.DERO "DOWNTOWN RACK" BASIS OF DESIGNADJACENT PAVINGSCHEDULE 40 STAINLESS STEEL PIPE (6" O.D.)CONCRETE FILLED BOLLARD5 1/2" DIA. STAINLESS STEEL BOLLARD CAP,FIELD WELD TO PIPE4'-0"3'-0" 1'-0"BACKFILLISOLATION JOINTSEAL JOINT WITH RUBBERIZED ASPHALTCRACK FILLER OR POLYURETHANE CAULK,FLUSH WITH ADJACENT PAVEMENTADJACENT SUBBASESLOPE CONCRETENOTES:1.STANILESS STEEL TO BE HAVE 320-GRIT POLISHED FINISH: OIL-GROUND, UNIFORM, FINE, DIRECTIONALLYTEXTURED FINISH.2.GRIND ALL WELDS SMOOTH AND EVEN.3.BOLLARD FOUNDATION TO BE INDEPENDENT FROM BUILDING STRUCTURE AND FOUNDATIONS1'-6"AIR ENTRAINED CONCRETE BASENOTES:1.BIKE TOOL STAND TO BE USED IS 'FIXIT'BY DERO OR APPROVED EQUAL.2.BIKE AIR PUMP TO BE USED IS 'AIR KIT 2'BY DERO OR APPROVED EQUAL.3.SURFACE MOUNT TO CONCRETE PAVINGAS PER MANUFACTURER'SINSTRUCTIONS.CONCRETE PAVINGSURFACE MOUNT TO CONCRETE BASE PADWITH ANTI -THEFT/ TAMPERPROOFSTAINLESS STEEL ANCHORS5'-0" 10'-0"NOTES:1.CHAIN LINK FENCE AND GATE SHALL BEVINYL COATED GALVANIZED STEEL.4" O.D. END ANDCORNER POSTSCHAIN LINK MESH3" O.D. LINE POSTTRUSS RODFINISH GRADE12" Ø CONCRETEFOOTING4'-0" MIN.1-3/8" O.D. TOP RAILGATE ELEVATION10'-0" O.C. MAX.12'-0" CLEAR1-3/8" O.D.INTERMEDIATE RAIL1-3/8" O.D. BOTTOM RAILTYPICAL PANEL ELEVATION1X4 CEDAR FENCE BOARDS6X6 PT FENCE POSTCOAT SURFACE OF POST W/ TAMKO PLASTICROOF CEMENT (LEAVE END GRAINUNCOVERED)8'-0"6"SECTIONNOTES:1.COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PERMANUFACTURERS RECOMMENDATION3'-0"1'-4"CONCRETE FOOTING3"1X6 CEDAR FENCE BOARDS2X2 CEDAR NAILER2'-0"212" SPACING1" SPACING5/4X6 CEDAR CAP2X2 CEDAR CENTER NAILER8'-0" O.C.DRAINAGE STONEDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 2:59pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:SITEFURNISHINGSL5.03XX1/2" = 1'-0"BIKE RACK11/2" = 1'-0"BOLLARD31/2" = 1'-0"BIKE REPAIR STATION21/2" = 1'-0"CHAIN LINK FENCE & GATE41/2" = 1'-0"SCREEN FENCE5 SPECIFIED PLANTING MIX. FILL HALF WAY,WATER AND TAMP TO REMOVE AIR POCKETS,COMPLETE FILL AND WATER, TAMP SOILAROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOTSHIFT.GRADE TO FORMSAUCER IN LAWNAREAS ONLYSCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADE. SET TREEDIRECTLY ON SUBGRADE TO PREVENTSETTLING.3X WIDTH OF ROOT BALL6" MIN NOTES:1.ALL PLANT MATERIAL TO BE INSECT ANDDISEASE FREE PER DESIGN STANDARDS.2.DO NOT PRUNE THE TREE UNLESS DIRECTEDBY THE LANDSCAPE ARCHITECT.3.STAKE TREES ONLY UPON THE APPROVAL OFTHE LANDSCAPE ARCHITECT.4.WRAP TREE TRUNKS WITH DEER PROTECTIONMESH ONLY UPON APPROVAL OF THELANDSCAPE ARCHITECT.TRIANGULARSTAKINGPATTERNOPPOSINGSTAKINGPATTERN120.0°'180.0°'MARK NORTH SIDE OF TREE IN NURSERY, ANDPLACE TREE TO FACE NORTH AT THE SITEWHENEVER POSSIBLETREE STAKING. 2" X 2" HARDWOOD STAKESDRIVEN MIN 18" FIRMLY INTO SUBGRADE PRIORTO BACKFILLINGUNTIE AND ROLL BACK BURLAP FROM MIN. 1/3OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIRE BASKETS ANDREMOVE.PLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE ESTABLISHED FINISH GRADE SUCH THATROOT FLARE IS VISIBLE4" SPECIFIED SHREDDED BARK MULCH. DONOT PLACE MULCH IN CONTACT WITH TRUNK.NOTES:1.PLANT AT SAME DEPTH AS PREVIOUSLYPLANTED IN NURSERY OR CONTAINER2.PROVIDE COMPACTED BASE UNDER ROOTBALL ONLY TO PREVENT SETTLING3.CUT ANY CIRCLING ROOTS AND TEASE APARTROOTS OF POT BOUND CONTAINERIZEDPLANTS.4.DO NOT USE TREATED BURLAPSHREDDED BARK MULCH, EXTENT OFBEDLINE:·4" (100mm) FOR SHRUBS·3" (75mm) FOR PERENNIALS AND BULBSUNTIE AND ROLL BACK BURLAP FROM MIN. 1/3OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIRE BASKETS ANDREMOVE. IF CONTAINER OR POT GROWN,REMOVE ENTIRE COVERING.SPECIFIED PLANTING MIXSPADED BED EDGECOMPACTED BASE2'-0" MIN.SCARIFY SIDES AND BOTTOM OF PIT 4"TO PREVENT GLAZING OF SUBGRADENO SHREDDED BARK OR WOOD CHIPS TO LAYAGAINST COLLAR OF SHRUBVARIES, SEE PLANSPLANT SO THAT ROOT FLARE IS ATOR SLIGHTLY ABOVE ADJACENTFINISHED LANDSCAPE GRADELAWN SEED OR HYDROSEEDSTRAW MULCH - STALKS FROM OATS, WHEATAND/OR RYE FREE FROM SEED AND WEEDSEED. NO NON-BIODEGRADABLE (PLASTIC,NYLON, ETC.) EROSION CONTROL NETTING ORMATTING PERMITTEDTURF SOIL MIXSCARIFY SUB-GRADE PRIOR TO BACKFILLING4" MIN.UNDISTURBED AND/OR COMPACTEDSUBGRADEPLACE EROSION CONTROL BLANKET ONSLOPES GREATER THAN 1V:3HBACK FILL AS SPECIFIED - 23 EXISTING SOILMIXED WITH 13 NEW ORGANIC MATERIALEXISTING LAWNNOTES:1.SEE PLANTING FOR EXTENTS2.FERTILIZE AS SPECIFIED4" MIN.6" TURF SOIL MIX,ROLL TO COMPACT TO 85% PROCTORDENSITY1'-0" MIN. CLEAN FILL OR DEEP RIPPEDSUBSOIL AMENDED WITH 9.25 CY OF COMPOSTPER 1000 SF1'-0" MIN.UNDISTURBED SUBGRADE6"NOTES:1.LAWN RESTORATION WORK TO COMPLY WITH REQUIRMENTS PER "NYS DEC - STORMWATERMANAGEMENT DESIGN MANUAL - AUGUST 2010" AS WELL AS "NYS DEC DEEP RIPPING ANDCOMPACTION - APRIL 2008"3" COMPOST TILL (DEEP RIP) INTO SUBSOIL3"LAWN SEED OR HYDROMULCHPLACE EROSION CONTROL BLANKET ONSLOPES GREATER THAN 1V:3HFENCE OR STRUCTURELEAN NURSERY STAKE AGAINST THE WALL.STAKE TO BE REMOVED AFTER THE VINE HASATTACHED TO STRUCTURE OR TRELLIS3" MULCH12" MINIMUM PLANTING MIXUNDISTURBED COMPACTED SUBGRADECOMPACTED BASEJAKOB, INC.BOCA RATON, FL1-561-330-6502info@jakob-usa.comNOTES:1.WIRE TRELLIS TO BE JAKOB® ROPESYSTEMS STAINLESS STEEL TRELLISSYSTEM OR APPROVED EQUAL2.TRELLIS SYSTEM TO BE LOCATED ONSPECIFIED WALLS (SEE PLANS), WITHMINIMUM OFFSET FROM WALL EDGES3.CABLE SPACING, OFFSET DISTANCE, ANDWALL DIMENSIONS WILL DETERMINENUMBER OF CABLES.FINISH GRADE6" MAX SPACINGWID TH O F W A L L HEIGHT OF WALL SYNTHETIC TURFDRAINAGE STONESEPARATION FABRIC6"UNDISTURBED AND/OR COMPACTEDSUBGRADETURF PANELS SEWN TOGETHERCONTINUOUSLY. STITCHING SHALL BE FORENTIRE LENGTH OF SEAM.1" X 12" PERFORATED FLAT DRAIN WRAPPEDWITH GEOTEXTILE FABRIC. REFER TO PLANSFOR SPACING.SCRIM CENTERED ON SEAMSOD - AS PER SPECIFICATION.LAY SOD WITH JOINTS STAGGERED.REMOVE ANY MESH OR OTHERNON-BIODEGRADABLE MATERIAL BEFOREINSTALLING6" TURF SOIL. ROLL AND COMPACT TO 85%MAXIMUM PROCTOR DENSITY.BACK FILL AS SPECIFIED - 23 EXISTING SOILMIXED WITH 13 NEW ORGANIC MATERIALUNDISTURBED AND/OR COMPACTEDSUBGRADENOTES:1.SEE PLANTING PLAN FOR EXTENTS2.FERTILIZE AS SPECIFIED6"6"PLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE STABLISHED FINISH GRADE4" SHREDDED BARK MULCHUNTIE AND ROLL BACK BURLAP FROM 1/3 MIN.OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT AND REMOVEEVERYTHING EXCEPT BURLAP.SPECIFIED PLANTING MIXSPADE EDGE OF MULCH PERIMETERSCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADE. SET TREEDIRECTLY ON FIRMLY PACKED SUBGRADE TOPREVENT SETTLING.3X WIDTH OF ROOT BALL (6'-0" MIN.)6" MIN KEEP MULCH AWAY FROM TRUNK AND TRUNKFLARECOMPACT PLANTING MIX UNDER ROOT BALLTO PREVENT FUTURE SETTLING OF TREEPLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE ESTABLISHED FINISH GRADESCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADE. SET TREEDIRECTLY ON SUBGRADE TO PREVENTSETTLING.3X WIDTH OF ROOT BALL6" MIN UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OFROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE.CUT WIRE BASKETS AND REMOVE.4" SPECIFIED SHREDDED BARK MULCH. DONOT PLACE MULCH IN CONTACT WITH TRUNK.LAY SOD WITH JOINTS STAGGEREDADJACENT SOD, SEE DETAILNOTES:1.ALL PLANT MATERIAL TO BE INSECT ANDDISEASE FREE PER DESIGN STANDARDS.2.DO NOT PRUNE THE TREE UNLESS DIRECTEDBY THE LANDSCAPE ARCHITECT.3.STAKE TREES ONLY UPON THE APPROVAL OFTHE LANDSCAPE ARCHITECT.4.WRAP TREE TRUNKS WITH DEER PROTECTIONMESH ONLY UPON APPROVAL OF THELANDSCAPE ARCHITECT.TRIANGULARSTAKINGPATTERNOPPOSINGSTAKINGPATTERN120.0°'180.0°'SPECIFIED PLANTING MIX. FILL HALF WAY,WATER AND TAMP TO REMOVE AIR POCKETS,COMPLETE FILL AND WATER, TAMP SOILAROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOTSHIFT.MARK NORTH SIDE OF TREE IN NURSERY, ANDPLACE TREE TO FACE NORTH AT THE SITEWHENEVER POSSIBLETREE STAKING. 2" X 2" HARDWOOD STAKESDRIVEN MIN 18" FIRMLY INTO SUBGRADE PRIORTO BACKFILLING3X WIDTH OF ROOT BALLSCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADEGRADE TO FORM 3" DEEP SAUCERCOMPACT SUBSOIL TO FORM PEDESTAL TOPREVENT SETTLINGPLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE ESTABLISHED FINISH GRADE4" SPECIFIED SHREDDED BARK MULCH. DONOT PLACE MULCH IN CONTACT WITH TRUNK.IF B&B TREE, UNTIE AND ROLL BACK BURLAPFROM 1/3 MIN. OF ROOT BALL. SYNTHETICWRAP IS UNACCEPTABLE. CUT AND REMOVEEVERYTHING EXCEPT BURLAP.SPECIFIED PLANTING MIX COMPACTED IN 4"LIFTS TO PREVENT SETTLINGCOMPACTED SUBGRADETREE STAKING. 2" X 2" HARDWOOD STAKESDRIVEN MIN 18" FIRMLY INTO SUBGRADEPRIOR TO BACKFILLINGRIGID PLASTIC MESH TREE GUARDTRIANGULARSTAKINGPATTERNOPPOSINGSTAKINGPATTERN120.0°'180.0°'NOTES:1.ALL PLANT MATERIAL TO BE INSECT ANDDISEASE FREE PER DESIGN STANDARDS.2.DO NOT PRUNE THE TREE UNLESS DIRECTEDBY THE LANDSCAPE ARCHITECT.3.STAKE TREES ONLY UPON THE APPROVAL OFTHE LANDSCAPE ARCHITECT.4.WRAP TREE TRUNKS WITH DEER PROTECTIONMESH ONLY UPON APPROVAL OF THELANDSCAPE ARCHITECT.VARIES SEE PLANTREE DRIPLINECRITICAL ROOT ZONE:DIAMETER OF TRUNK IN INCHES*MULTIPLIED BY 1.5 FEET OR 5' OUTSIDEOF DRIPLINE, WHICHEVER IS GREATER*MEASURED 4.5' ABOVE GROUND4"X4" STAKES2"X6" (LENGTH VARIES)EXISTING TREECRITICALROOTZONE. 4.00'2"X6"USE 16 PENNY NAILSBOTTOM RAIL OPTIONGRADETREE GUARD4"X4" STAKESMAILBOX POST ANCHOR (TYP.)POST SIGN, 8.5"X11", "VEGETATION ANDSOIL PROTECTION ZONE, NO VEHICLES,NO STORAGE"TREE AND ROOTPROTECTIONZONENO VEHICLESNO STORAGETREE DRIPLINECRITICAL ROOT ZONENOTES:1.CONTACT DIG SAFELY NEWYORK (DIAL 811) PRIOR TO INSTALLING PROTECTION FENCING2.PROTECTION ZONE FENCING CHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE ORBEYOND PRIOR TO THE START OF ANY CONSTRUCITON ACTIVITY3.THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUMDISTANCE OF THE DIAMETER OF TRUNK IN INCHES ( MEASURED 4.5' ABOVE GROUND) MULTIPLIED BY 1.5FEET OR 5' OUTSIDE OF DRIPLINE, WHICHEVER IS GREATER4.WOOD FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES5.FENCE SHALL BE SUPPORTED BY PERTICAL POSTS EITH MANUFACTURES MAILBOX POST ANCHORS6.NO VEHICULAR TRAFFIC, STOCKPILING OF MATERIALS OR STORAGE OF EQUIPMENT SHALL BEALLOWEDWITHIN THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THEPROJECT MANAGER.7.FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION.8.MULTIPLE TREE FENCE LAYOUT PREFERRED OVER FENCING EACH TREE INDIVIDUALLY.MULTIPLE TREES OR SHRUBSUNTIE AND ROLL BACK BURLAP FROM MIN.1/3 OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIRE BASKETS ANDREMOVE.ADJACENT PAVEMENT (SEEPLANS FOR TYPE, LOCATIONAND PATTERN)FIBER REINFORCED CEMENT BASESPECIFIED PLANTING MIX:3 PARTS IMPORTED TOPSOIL1 PART IMPORTED COMPOSTWIDTH VARIESSEE LAYOUT PLAN6'-0" +/-WIDTH VARIESSEE LAYOUT PLAN3'-0"STRUCTURAL SOILSEPARATION FABRICTREE GRATE, SEE TREE GRATE DETAILDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 2:34pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGDETAILSL5.04ZDR1/4" = 1'-0"DECIDUOUS TREE PLANTING81/4" = 1'-0"SHRUB PLANTING51" = 1'-0"LAWN RESTORATION & SEEDING (CORNELL STANDARD)21" = 1'-0"LAWN ESTABLISHMENT WITH SOIL DECOMPACTION31/2" = 1'-0"VINE PLANTING61" = 1'-0"CABLE TRELLIS71" = 1'-0"SYNTHETIC TURF41" = 1'-0"SOD ESTABLISHMENT (CORNELL STANDARD)11/2" = 1'-0"EVERGREEN TREE PLANTING121/4" = 1'-0"TREE PLANTING IN SOD91/4" = 1'-0"TREE PLANTING ON SLOPE10NTSTREE PROTECTION FENCE(2)111/2" = 1'-0"TREE PLANTING IN STRUCTURAL SOIL13 61SPECIFIED PLANTING MIXADJACENT PAVEMENT2'-0"UNDISTURBED SUBGRADE OR COMPACTEDFILLSHREDDED HARDWOOD MULCHPLANTING, SEE PLANTING PLANSDRAINAGE FABRIC2'-0"4"ADJACENT LAWNSCREE STONE ADJACENTTO QUARRY BLOCKSTONE MULCH ADJACENTTO SCREE STONEBLUESTONE QUARRY BLOCK1" LIMESTONE SCREENING LEVELING COURSEDRAINAGE STONE BASE61ADJACENT PAVEMENTSPECIFIED PLANTING MIXADJACENT PAVEMENT2'-0"UNDISTURBED SUBGRADE OR COMPACTEDFILLSTORMWATER STRUCTURE, SEE CIVIL DWGSRAISE STORMWATER GRATE AND FRAME TOPROPOSED ELEVATION, SEE GRADING PLANFOR ELEVATION, AND CIVIL DWGSSHREDDED HARDWOOD MULCHCONNECT INFILTRATION TRENCHUNDERDRAIN TO EXISTING STRUCTURE. IFEXISTING UNDERGROUND ELECTRICAL DEPTHPREVENTS ROUTING UNDER, UNDERDRAINSHALL PASS OVER THE TOP, SEE CIVIL DWGSPLANTING, SEE PLANTING PLANSDRAINAGE FABRIC2'-0"4"STONE TYPE CSTONE MULCHSTONE TYPE BSCREE STONESTONE TYPE ABLUESTONE QUARRY BLOCKNOTES:STONE TYPE A - QUARRY BLOCK: CUBOIDLIMESTONE BLOCKS·+/- 18" TO +/- 22" HEIGHT·+/- 24" DEPTH·+/- 3'-0" TO +/- 5'-0" RANDOM LENGTHSSTONE TYPE B - SCREE STONE: IRREGULARBLUESTONE FLAG IN FULL RANGE OF COLOR·+/- 12" TO +/- 2" THICKNESS·+/-1'-0" TO +/- 2'-0" LENGTH AND WIDTHSTONE TYPE C - STONE MULCH: IRREGULARBLUESTONE MULCH IN FULL RANGE OF COLOR·+/- 1" TO +/- 4" LONGEST DIMENSIONSTONE TYPE D - QUARRY BLOCK: IRREGULARLIMESTONE BLOCKS·+/- 18" TO +/- 22" HEIGHT·+/- 24" IN DEPTH·+/- 3'-0" TO +/- 5'-0" RANDOM LENGTHSSTONE TYPE A - EXAMPLE PHOTOQUARRY BLOCKSTONE TYPE B - EXAMPLE PHOTOSCREE STONESTONE TYPE C - EXAMPLE PHOTOSTONE MULCHSTORMWATER OUTFALL FROM ROOFSLOPED SIDES OF BIORETENTION BASINSLOPED SIDES OF BIORETENTION BASINDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 05, 2019 - 2:36pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:02.08.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PLANTINGDETAILSL5.05ZDR / WJE3/8" = 1'-0"BIORETENTION SECTION - QUARRY BLOCK23/8" = 1'-0"BIORETENTION PLANTING1NTSBIORETENTION STONE PERSPECTIVE DETAIL3