The URL can be used to link to this page

Home My WebLink AboutDrawings_Founders Hall Bathroom RenovationsA1L501C7L501A11L502A10L5012BA101MEDIUM DUTY CONCRETESLAB AT ENTRY DOOREJEJEJ4.00'R65.00'R1.00'R3.00'EQ.SP. ±5.00' TYPGRANITEBLOCK WALLAND NORTHRAILINGR3.00'4.29'4.00'EJ EJ4.50'4.50'2.00' TYP.4.50"4.00'8.00'4.00'GRANITE STAIR -SOUTH RAILING SECTIONAND MOUNTING4.62'GRAVEL MULCH WITHGALVANIZED STEEL EDGING7.50'FIELD VERIFY AND MATCHEXISTNG SCORING PATTERN16.82'2.00'EJ10.88'+/- SEE ARCHITECTURAL DRAWINGS44.17'0.50'2.57'3.00'3.00'1.00'4.55'4.53'4.53'4.50'1.32'2.91'0.60'EJ SEE ARCHITECTURALDRAWINGS FOR FACADEDETAILSC1L501GRANITE STAIREJBOULDER TO BE REMOVEDAND STOCKPILED FOR REINSTALLATION(BOULDER MAY NOT BE EXACTLY INTHIS POSITION)STONE LANDING AND TREADS TO BEREMOVED AND TURNED OVER TO OWNERREMOVE PAVEMENT TO NEAREST SCORESEE ARCHITECTURALDRAWINGS FORSELECTIVE FACADEDETAILS14.00'33.47' APPROX.TO BE VERIFIED BY CONTRACTORANEW YORK STATE EDUCATION LAW, ARTICLE 147. COMMISSIONER'S REGULATIONS, PART 69: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THIS DRAWING IN ANY WAY.11AARCH NO.:OWNER NO.:2B34567891011121314CDEFGHJK234567891011121314BCDEFGHJKNo.:SCALE:DATE:DWGphone:kingsburyarch.comfax:web:607-273-1477 607-273-1233 Kingsbury Architecture LLC 106 E. Court St., Ithaca, NY 14850-4272 FOUNDERS HALL BATHROOM RENOVATIONS Cornell University, Ithaca, New York1628JAN 19, 2018NOTEDScale: 1' = 5'LAYOUT PLANE1Scale: 1' = 5'DEMOLITION PLANA1005'10'LEGENDDEMOLITION NOTES1.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIESPRIOR TO GRADING START.2.UNDERGROUND DRAINAGE AND UTILITIES HAVE NOT BEEN SURVEYED. ASSUME YOU WILL ENCOUNTER UNDERGROUNDSTRUCTURES. REVIEW RECORD DRAWINGS AND PROTECT ALL UTILITIES AND DRAINAGE WITHIN THE PROJECT SITE.3.CONSTRUCTION FENCING OR BARRIERS TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROLVEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS.4.CONTRACTOR TO PROVIDE TEMPORARY WALKWAYS TO MAINTAIN INGRESS AND EGRESS TO ALL BUILDINGS.5.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVILDRAWING FOR EROSION AND SEDIMENT CONTROL PLAN AND SPECS.6.PLANTING BEDS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24".7.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS ASREQUIRED TO ACCOMMODATE NEW BASE COURSE.8.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK.9.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVEDFROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIPLINE OF TREES.11.PROTECT BENCHMARKS.12.CONTRACTOR TO SCHEDULE WITH THE UNIVERSITY AND FOLLOW ANY APPLICABLE CITY AND / OR NYS BUILDING CODEPROCEDURES WHEN WORK AT ANY BUILDING ENTRANCE/EXIT DOOR WILL TAKE PLACE AND IF TEMPORARY FULL ORPARTIAL CLOSURE NEEDS TO OCCUR.13.ENTRANCE/EXIT DOORS TO BUILDING TO REMAIN FULLY FUNCTIONAL AND UNOBSTRUCTED AS REQUIRED BY CODE TOINSURE THAT PROPER INGRESS AND EGRESS IS MAINTAINED AT ALL TIMES.LAYOUT NOTES1.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TOEXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANYEXCAVATION.2. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOIDDISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS AREPRESENT.4. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEETPROPOSED GRADES.5. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE.6. DO NOT SCALE FROM MEASURING DRAWINGS.7. WALKS AND STAIRS TO BE STAKED OUT IN THE FIELD BY LICENSED SURVEYOR.005'10'MEDIUM DUTY CONCRETEGRANITE BLOCK WALLLEGENDCONCRETE PAVEMENT EXPANSION JOINTCONCRETE PAVEMENTTO BE REMOVEDSTONE STAIR TREADS TO BE REMOVEDTREE PROTECTION FENCESAWCUT PAVEMENT1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400TOOL JOINTTREE PROTECTION FENCEPAVEMENT NOTES1.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TOLANDSCAPE ARCHITECT FOR INSTRUCTION BEFORE PROCEEDING. DO NOT SCALE FROM DRAWINGS.2.STAIRS, WALLS AND WALKS TO BE LAID OUT IN THE FIELD BY A LICENSED SURVEYOR.3.SEE GRADING PLANS FOR SPOT ELEVATIONS AT SITE FEATURES INCLUDING TOP AND BOTTOM OF SITE WALLS,STAIRS, AND CORNERS OF PAVEMENTS.4.THERE IS NO GUARANTEE THAT ALL EXISTING UNDERGROUND OR OVERHEAD UTILITIES, WHETHER FUNCTIONAL ORABANDONED WITHIN THE PROJECT AREA ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL DETERMINE THEEXACT LOCATION OF ALL UTILITIES BEFORE STARTING WORK AND SHALL BE RESPONSIBLE FOR ALL DAMAGERESULTING FROM THE WORK AS SHOWN ON THE DRAWINGS.5.INSTALL EXPANSION JOINTS 30' MAX IN CONCRETE AS NOTED ON PLANS AND IN AREAS WHERE CONCRETE ABUTSCURBS AND OTHER FIXED OBJECTS.6.ANY DAMAGED OR DISTURBED PAVEMENTS, LANDSCAPE OR SITE FEATURES SHOWN TO REMAIN ARE TO BEREPAIRED / REPLACED IN KIND AT NO COST TO THE OWNER.EJGRAVEL MULCHLANDSCAPE SITE PLANSL101 TW 696.51BW 694.51TW 696.51BW 694.51TW 696.51BW 694.47TW 696.51BW 695.80TW 696.51BW 694.47TW 696.51BW 694.47TW 696.51BW 694.51TW 696.51BW 694.47TW 696.51BW 695.88TW 696.51BW 694.474.5% MAX2.0%TS 695.80695.22694.64BS 694.06MATCH EXISTING GRADEBW 695.68MATCH EXISTING GRADE2.0%694++++++695+++++++FFE 696.01TW 696.51BW 694.51TW 696.51BW 694.51TW 696.51BW 694.47TW 696.51BW 694.51TW 696.51BW 694.51TW 696.51BW 694.47TW 696.51BW 694.51TW 696.51BW 695.92+TW 696.51BW 695.80TW 696.51BW 694.51TW 696.51BW 694.51+TW 696.51BW 695.88+EE 695.99EE 695.99++CONTRACTOR TO VERIFY FINISH FLOOR ELEVATION (FFE, CALLED OUT AS 696.01 ON THE SURVEY).NEW WALK TO BE CONSTRUCTED WITH ENTRY ELEVATION A MAXIMUM OF 14" BELOW THE FINISHFLOOR ELEVATION, CALLED OUT TO BE 695.99TW 696.51BW 694.51TW 696.51BW 694.51+TW 696.51BW 694.51TW 696.51BW 694.51+TW 696.51BW 694.51TW 696.51BW 694.51TW 696.51BW 694.51TW 696.51BW 694.51+++694.10+/-xx694.11+/-+++BW 695.48BW 695.31+695.23Max.+695.60+695.402.0 % Max .695G5L501G12L501G8L501RH5PH5CO5PH3JV4JV3RH5SHRUB PLANTING, TYPTREE PROTECTION FENCE, TYP1.00'SOD ESTABLISHMENT SHOULD TIESEAMLESSLY INTO EXISTING TURFPH2SOD ESTABLISHMENTANEW YORK STATE EDUCATION LAW, ARTICLE 147. COMMISSIONER'S REGULATIONS, PART 69: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THIS DRAWING IN ANY WAY.11AARCH NO.:OWNER NO.:2B34567891011121314CDEFGHJK234567891011121314BCDEFGHJKNo.:SCALE:DATE:DWGphone:kingsburyarch.comfax:web:607-273-1477 607-273-1233 Kingsbury Architecture LLC 106 E. Court St., Ithaca, NY 14850-4272 FOUNDERS HALL BATHROOM RENOVATIONS Cornell University, Ithaca, New York1628JAN 19, 2018NOTEDScale: 1' = 5'GRADING PLANA1005'10'LEGEND1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUNDUTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACTUTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START.3.GRADING AROUND EXISTING TREES TO BE MINIMIZED.4.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TOBE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.5.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BEADJUSTED TO MEET PROPOSED GRADES.6.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE.GRADING NOTESTREE PROTECTION FENCEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED SPOT ELEVATION+846.00BS = BOTTOM OF STAIRTS = TOP OF STAIREXISTING SPOT ELEVATIONPROPOSED CONTOURScale: 1' = 5'PLANTING PLANE11.ALL SOIL & TOPSOIL USED TO MANUFACTURE SPECIFIED SOIL MIXES SHALL BE IMPORTED.2.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIR ENTIRETY WITH 24" OFPLANTING SOIL MIX. LAWN AREAS TO BE PREPARED WITH 4" OF TURF SOIL AS PER SPECIFICATIONS AND DETAIL.3.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE SHRUBS AS SHOWN ON PLAN. SHRUBLOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED.4.NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.5.ANY AND ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT SHOWN AS PAVED OR PLANTED BED ARE TO BESODDED. PREPARE AND SOD LAWN AS PER SPECIFICATIONS AND DETAILS, UNLESS OTHERWISE INDICATED.6.ALL PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK".7.MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.8.ALL EXISTING TREES TO REMAIN WITHIN THE CONTRACT LIMIT LINE TO BE PRUNED BY A QUALIFIED ARBORIST ASREQUIRED.9.ANY EXISTING TREES DAMAGED BY CONSTRUCTION ACTIVITIES TO BE PRUNED BY A QUALIFIED ARBORIST OR REPLACEDIN KIND AT NO COST TO THE OWNER AS DETERMINED BY LEVEL OF DAMAGE AND LANDSCAPE ARCHITECTRECOMMENDATION.10.ALL SOIL MIXES AND AMENDMENTS TO MEET PROJECT SPECIFICATIONS. SEE WRITTEN SPECIFICATIONS FORREQUIREMENTS OF VARIOUS SOIL MIXES AND AMENDMENTS.11.SEE SPECIFICATIONS FOR SOIL PREPARATION & SOD SPECIFICATION.SOILS AND PLANTING NOTES005'10'NEW SHRUBSSHRUBSKEYBOTANICAL NAMECOMMON NAMEROOTSIZECO5Cornus sericea 'Farrow'Arctic Fire™ Red Twig Dogwood#5 cont.3'-4'JV7Juniperus virginiana 'Grey Owl'Grey Owl Juniper#5 cont.3'-4'PH10Physocarpus opulifolious 'SMPOTW'Tiny Wine® Ninebark#3 cont18"-24"RH10Rhus aromatica 'Gro-Low'Gro-Low Aromatic Sumac#3 cont.18"-24"LEGENDSOD ESTABLISHMENTTREE PROTECTION FENCE1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400BW = BOTTOM OF WALLTW = TOP OF WALLLANDSCAPE SITE PLANSL102 NOTES:1.SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII, SEE DETAIL L501-A4 FORJOINT 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 ED.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 CONCRETESURFACE AND BE SUSPENDED ABOVE.5.2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES.6.WELDED WIRE MESH MUST BE SET ON CHAIRS, PULLING WIRE MESH UP FROM SUB BASE WHEN PLACINGCONCRETE IS NOT PERMITTED.8"Scale: 1"=1'-0"MEDIUM DUTY CONCRETE (CORNELL STANDARD)A15"COMPACTED SUB BASEN.Y.S.D.O.T TYPE 4COMPACTED SUBGRADE2"3"2"GALVANIZED STEEL WELDEDWIRE FABRIC 6" X 6" -W2.9 x W2.9 SET ON CHAIRS;SET REGULARLY SPACEDNON-FERROUS BOLSTERCHAIRS AS REQUIRED6"NOTES:1.SEE PLANS FOR LOCATION AND TYPE OF JOINTS.2.OVERLAP MESH SHEETS 1'-0" MIN.1/2" EXPANSION JOINT (EJ) ANDJOINT SEALANT1/2" S.S. DOWEL x 24" W/ PLASTICSLEEVE AT 18" O.C.Scale: 1"=1'-0"CONCRETE JOINTSA4COMPACTEDSUBGRADECONCRETE WALKCOMPACTEDNYSDOT TYPE 4SUBBASE1" DEEP TOOL JOINT (TJ)W/ 14" RADIUSMEDIUMBROOMFINISHNOTES:1.SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS.2.BROOM PERPENDICULAR TO LINE OF TRAFFIC.WIDTH AS SHOWN ON PLANTOOLED EDGE AROUND EACHSCORE JOINT AND EACHEXPANSION JOINTScale: 3/4"=1'-0"CONCRETE BROOM FINISH DETAILA7WIDTH AS SHOWN ON PLAN 1'-0"1'-0"4'-0"1'-0"3'-0" 4'-0"CORE AND GROUTINTO STAIR. DOMEGROUT FORDRAINAGE.Scale: 1/2" = 1'-0"GRANITE STAIR - SOUTH RAILING SECTION AND MOUNTINGC7STAIR RAIL SECTIONSECTION - RAIL MOUNTING DETAILNOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL STAIR DIMENSIONS PRIOR TO DEVELOPING SHOP DRAWINGS FORAPPROVAL.2.HANDRAILS TO BE SET IN CONCRETE PAVEMENT OR GRANITE TREADS AS SHOWN HERE.3.NORTH RAILING SECTION EXTENDS TO BUILDING AS PER LAYOUT PLAN.3'-0"1'-4"2"BOTTOM OF STAIRTOP OF STAIR7"4'-0" MIN COMPACTED SUB-GRADE (TYP.)TREADWELD 8" REBAR PEGS ONTO NOSING BAR @ 2' O.C.TYPICAL NOSING BAR ELEVATION3'-4"1'-0"1'-0"ADJACENT CONCRETE LANDING WITH HANCH18" LONG X 3/4" DIA. EPOXY COATEDSMOOTH DOWELS WITH DOWEL SLEEVE,@ 18" O.C.EPOXY COATED #4 @ 12" O.C.EPOXY COATED #4 @ 8" O.C.NYSDOT TYPE 2 BASEEPOXY COATED #4 NOSING BAREPOXY COATED #5 @ 12" O.C.EPOXY COATED #4 @ 12" O.C.Scale: 1/2" = 1'-0"GRANITE STAIR - CONCRETE BASE WITH GRANITE TREADS C1STAIR - GRANITE TREADG1L501NYSDOT TYPE 2 BASENOTES:1.CONTRACTOR SHALL LIKELY ENCOUNTER EXISTING UTILITIES. DEPTH IS UNKNOWN. UTILITIES TO REMAIN AND BE PROTECTED. IF ENCOUNTEREDWITHIN SITE WORK PROFILE, CONSULT WITH CIVIL ENGINEER FOR TRENCHING ADAPTIONS TO PLANS.3" CLR. MIN Scale: 1/4"=1'-0"SHRUB PLANTING G5NOTES:1.PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER.2.PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING.4" SHREDDED BARK MULCH,EXTENT OF BEDLINE:UNTIE AND ROLL BACK BURLAPFROM MIN. 1/3 OF ROOT BALL.SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIREBASKETS AND REMOVE.24" SPECIFIED PLANTING MIXSPADED BED EDGECOMPACTED BASE3'-0"MIN.VARIES PER SITE PLANScale: 1/4"=1'-0"TREE PROTECTION (CORNELL STANDARD)G84"X4"X6' POSTS, TYP.2"X6" RAILS, TYP.FINISH GRADENOTE:1.CONTACT DIG SAFELY NEW YORK (DIAL 811) PRIOR TO INSTALLING PROTECTION FENCING.2.PROTECTION ZONE FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE ORBEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY.3.THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK AMINIMUM DISTANCE OF THE DIAMETER OF TRUNK IN INCHES (MEASURED 4.5' ABOVE GROUND)MULTIPLIED BY 1.5' OR 5' OUTSIDE THE DRIP LINE, WHICHEVER IS GREATER.4.NO STOCK PILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BEALLOWED WITHIN THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESSAPPROVED BY THE PROJECT MANAGER.16D NAILS, 3.5" LONG2'-0"4'-0"Scale: 1"=1'-0"SOD ESTABLISHMENTG12LAY SOD WITH JOINTS STAGGERED6" TURF SOIL,ROLL AND COMPACT TO 85% PROCTORDENSITYAERATED SUBSOILUNDISTURBED AND/OR COMPACTEDSUBGRADE6"NOTES:1.SEE PLANTING PLAN FOR EXTENTS2"1'-0"R18"2% WASH1/4"MORTAR BEDGRANITE TREAD,TYP.2% WASHScale: 3"=1'-0"GRANITE STAIR TREAD DETAILG1TYPE 316 S.S. DOWEL 3/8"Ø X 6" LONG. MIN. (2)PER TREAD PIECE, CORE AND GROUT / EPOXY.BACKER RODJOINT SEALANTNOTES:1.STEP HEIGHT EQUALS HEIGHT AT NOS PLUS 14" WASH.4" NO. 2 ROUND STONEADJACENT PLANTING OR PAVINGWRAPPED FILTER FABRICCOMPACTED SUBGRADE8"NOTES:1.REFER TO SHEET L202 FOR GRAVEL MUCH STRIP.LOCATIONS AND WIDTHS.1'-0" WRAPScale: 1"=1'-0"GRAVEL MULCH AT GRADEA10STEEL EDGING - NOT REQUIREDWHEN ADJACENT TO WALLS,BUILDING OR PAVEMENTGRANULAR BASE, N.Y.S.D.O.T.TYPE 4BUILDING FACE ORWALL FACE2'-0"4" 1'-0"SLOPE BOTTOM OF EXCAVATIONAWAY FROM BUILDING, SEE CIVILPLANS FOR LOCATIONS OFUNDER DRAINSNOTES:1.TO BE CONSTRUCTED OF GRANITE. EASE AND TOOL ALL CORNERS TO 1/8" RADIUS TO ELIMINATE SHARP EDGES.2.LEVEL STONE, TRUE AND PLUMB.3.FINISHES ARE: SAWN AND THERMALLED ALL SIDES.4.CONTRACTOR TO PREPARE SHOP DRAWINGS BASED ON FIELD MEASUREMENTS FOR APPROVAL PRIOR TO FABRICATION.5.TOP CORNER FACING BUILDING TO RECEIVE 45°CHAMFER AT 6" FROM BLOCK EDGE.1'-6"4" LEVELING BEDScale: 1"=1'-0"GRANITE BLOCK WALL AND NORTH RAILINGC104"1'-0" 2"COMPACTED SUB BASE,N.Y.S.D.O.T TYPE 2COMPACTEDSUBGRADEADJACENT CONCRETE LANDINGEXPANSION JOINTHAUNCH CONCRETE ALONGEDGES TO RECEIVE RAILING2'-2" 6"6"CORE AND GROUT INTO CONCRETEHAUNCH. DOME GROUT FOR DRAINAGE.NORTH RAILING1'-0" 1'-4" 3"1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400ANEW YORK STATE EDUCATION LAW, ARTICLE 147. COMMISSIONER'S REGULATIONS, PART 69: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THIS DRAWING IN ANY WAY.11AARCH NO.:OWNER NO.:2B34567891011121314CDEFGHJK234567891011121314BCDEFGHJKNo.:SCALE:DATE:DWGphone:kingsburyarch.comfax:web:607-273-1477 607-273-1233 Kingsbury Architecture LLC 106 E. Court St., Ithaca, NY 14850-4272 FOUNDERS HALL BATHROOM RENOVATIONS Cornell University, Ithaca, New York1628JAN 19, 2018NOTED1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400SITE DETAILSL501