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20210315 - 430-444 West State MLK Street - Landscape Set
RAMP TO BE REMOVEDASPHALT TO BE REMOVED, TYP.RAMP TO BE REMOVEDRAMP TO BE REMOVEDPATIO, WALL, HANDRAIL, & STAIRS TO BE REMOVED TO FULL DEPTHCONCRETE PAVEMENT TO BE REMOVEDCONCRETE PAD TO BE REMOVEDBOLLARDS TO REMAIN AND BE PROTECTEDCONCRETE STEP TO BE REMOVEDASPHALT PAVEMENT TO BE REMOVEDREMOVE SIGN AND STOCKPILEBIKE RACKS TO BE REMOVEDPARKING METER TO BE REMOVED;CITY TO REMOVE HEAD AND REPLACE ON NEW POLE, TYP.STREET LAMP TO REMAIN & BE PROTECTED, TYP.BOLLARD TO BE REMOVEDSHED TO BE REMOVEDRAMP TO BE REMOVEDASPHALT PAVING TO BE REMOVED, TYP.FENCE TO BE REMOVEDBOLLARD TO BE REMOVEDBOLLARD TO BE REMOVEDREMOVE BILCO DOORSREMOVE GAS METER; SEE CIVILREMOVE BOLLARDS AND PIV; SEE CIVILTREE TO BE REMOVED, TYP.SAWCUT CONCRETE AT NEAREST JOINTTREE PROTECTION FENCE, TYP.9.00' TYPSTREET LAMP TO REMAIN & BE PROTECTED, TYP.PROTECT EXISTING FULL-HEIGHT CURBSAWCUT LINE, TYP.INCLUDE IN ITEM 203.02ASPHALT PAVING TO BE REMOVED, TYP.ITEM 203.02TREE TO BE REMOVED; ITEM 614.060404CONCRETE PAVING TO BE REMOVEDITEM 203.02CURB TO BE REMOVEDITEM 203.02SIGN TO BE REMOVEDREMOVE SIGN AND STOCKPILEITEM 647.41REMOVE SIGN AND STOCKPILEITEM 647.41430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1INSET 1:10DEMOLITION NOTES1.REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DEMOLITION2.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.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 SHALL BECOME CONTRACTOR'SPROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TORESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.12.ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINSAS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES & ORDINANCES13.STATE STREET PARKING METER HEADS TO BE REMOVED BY CITY OF ITHACA;OWNER TO NOTIFY CITY ONE WEEK PRIOR TO BEGINNING OF CONSTRUCTION.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDCONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDTREE PROTECTION FENCETREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDDEMOLITION LEGENDSITE DEMOLITION0'-1"" = 10'-0"L-101010'20'PROPERTY LINEROW LINESHEET MATCHLINESAWCUT PAVEMENT1 MMMMMMMVARIES;RESET CURB IN ORIGINAL LOCATIONR5'-0"R3'-0"MATCHLINE℄R5'-0"℄R15'-0"C1L-501WHEELSTOP, TYP.B4L-501ASPHALT PAVEMENT, TYP.C5L-501UNIT PAVERS ON CONCRETE BASEC3L-501ADA CURB RAMP TYPE 2A1L-501MED. DUTYCONCRETE PAVEMENTB1L-501GRANITE CURB, TYP.A2L-501CONCRETE PAVEMENTON STRUCTURAL SOIL, TYP.C5L-501UNIT PAVERSON CONCRETE BASE, TYPD2L-501BIKE RACK, TYP.OF (4)℄D5L-501REMOVABLE BOLLARDSA4L-501PIN AT BLDG THRESHOLD, TYP.A2L-501CONCRETE PAVEMENTON STRUCTURAL SOIL, TYP.MATCH TO EXISTING TOP OF RAMP2'-0"A1L-501MED. DUTYCONCRETE PADA1L-501MED. DUTYCONCRETE PAVEMENTA5L-501MED. DUTY CONCRETEWITH UNIT PAVER EDGEB2L-501STONE MULCHC2L-501ADA CURB RAMP TYPE 1NEW OR RELOCATED PARKING METER;COORDINATE PLACEMENT & SPACING WITH CITY± 8'-7"± 50'-4"6'-5"6'-5" ± 6'-5"± 6'-5"EXISTING LIGHT FIXTURE TO REMAIN, TYP.5 12' X 8' TREE PIT, TYP.4'-11"8'-8"11'-4"8'-8"11'-4"8'-8"11'-4"8'-8"11'-4"8'-8"10'-3"16'-11"8'-8"11'-4"8'-8"11'-4"8'-8"CENTER DROP CURB ON ALLEY4'-0"4'-0"7'-8"ALIGN UNIT PAVER BORDER WITH BUILDING CORNERALIGN WITH BUILDING CORNEREXTENTS OF 3' DEEP CU SOIL; TYP7'-1"7'-6"6'-0"6'-0"EXTENTS OF C.U. STRUCTURAL SOIL SUBBASE3'-0"3'-4"2'-0"10'-5"3'-0"5'-4"5'-4"4'-0"2'-0"3'-9" 3'-0" 13'-4"±3'-0"7'-2"7'-0"SIGNAL VAULT AND POLETO REMAIN & BE PROTECTEDSIGN TO REMAIN &BE PROTECTED6'-0"6'-0"8'-10"6'-0"± 3'-9"6'-10"± 10'-6"39'-2"E2L-502STAIR 1C2-C4L-502CONCRETE PLINTH WITHPLANTERS & PRECAST CONCRETE BENCHESTABLES & CHAIRS; SEE SPECC5L-501UNIT PAVERSON CONCRETE BASE, TYPA5L-501MED. DUTY CONCRETEWITH UNIT PAVER EDGEB1L-501GRANITE CURB, TYP.EXISTING CURB TO REMAINCORN STREET ALLEYA1L-501MED. DUTYCONCRETE PAVEMENTD3L-501BOLLARD TYPE 1D3L-501BOLLARD TYPE 1D4L-501BOLLARD TYPE 23'-0" 7'-2"3'-0"TRENCH DRAIN; SEE CIVIL DRAWINGSSTEEL PAVER EDGE RESTRAINTWITHIN TREE PIT, TYP.B3L-501ASPHALT PATCHMATCHLINE℄℄± 11'-0"B1L-501GRANITE CURB, TYP;ITEM 609.0203A1L-501MEDIUM DUTYCONCRETE PAVEMENT, TYP;ITEMS 304.12, 609.0203C1L-501WHEEL STOP, TYP.B4L-501ASPHALT PAVEMENT, TYP;ITEMS 207.21, 304.21, 402.097204, 402.197904R5'-0"R5'-0"R5'-0"R5'-0"R5'-0"R5'-0"4'-7"12'-0"B2L-501STONE MULCHB1L-501GRANITE CURB6'-4"6'-0"19'-4"6'-0"18'-0"17'-8"9'-8"21'-3"9'-8"2'-1"±9'-7"±6'-0"5'-0"12'-5"58'-3"4'-0"2'-3"TRANSFORMER PADD4L-501BOLLARD TYPE 2B3L-501ASPHALT PATCHITEMS 402.097204, 402.197904430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1KEYMATERIALDETAILMEDIUM DUTY CONCRETE PAVEMENTUNIT PAVERS ON CONCRETE BASEUNIT PAVERS ON STRUCTURAL SOIL1.GENERAL CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY ANDLOCATE ALL UTILITIES PRIOR TO EXCAVATION AND NOTIFY ALL UTILITY OWNERSHAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION.2.UNLESS OTHERWISE INDICATED ON SITE LAYOUT PLAN, REPLACE MATERIALS INKIND ATOP UTILITY TRENCHING.3.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND ELECTRICAL ANDLIGHTING.4.INSTALL EXPANSION JOINTS PER PLAN, NOT TO EXCEED EVERY 24' IN CONCRETEAND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.5.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.6.DO NOT SCALE FROM MEASURING DRAWINGS.7.WALKS, DRIVES, CURBS, PARKING, & BUILDING LOCATIONS TO BE LAID OUT INTHE FIELD BY A LICENSED SURVEYOR.8.LAYOUT IS PARALLEL AND PERPENDICULAR TO BUILDING.9.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.10.SITE DRAWINGS BASED ON SURVEY BY:T.G.MILLER PC605 West State Street, Suite A Ithaca, NY 14850 (607) 272-647711.SEE SHEET L-501 FOR PAY ITEM NUMBERS FOR WORK IN NYSDOT ROW ALONGSENECA STREET.LAYOUT NOTESLEGENDINSET 1:10010'20'SITE LAYOUT &MATERIALS0'-1"" = 10'-0"L-201CONTRACT LIMIT LINEPROPERTY LINEROW LINESHEET MATCHLINESAWCUT PAVEMENTPOINT OF BEGINNINGTRANSFORMER ENCLOSUREASPHALT PAVEMENTA1,A2,A3L-501C5L-501B5L-501C5L-501MAGLIN KONTUR TABLE & CHAIRS11 UPUPUPEE 394.522% 2% 2% 4.3% MAX 2.4% MAX 2% 1.5% 1.5%0.3% 1%TRENCH DRAIN;SEE CIVILFFE 395.07394FFE 394.54FFE 394.971%MAX1:12MAX394.53954.7%MAX1.5%MAX2%MAX394.51 %1%1 %5%5%1 % 3.4%2%1%39 5 1.8%1.7%1.2%1.2%3.4%FFE 394.54FFE 394.54FFE 394.541.5%394394.5394393.5393.5393.5393.53933 9 3 . 5 3%FFE 394.54TC 394.0BC 393.5394.21394.39TC/BC 394.06TC 393.86BC 393.36393.74EE 394.52TC/BC393.04TC/BC 393.05TC 394.17BC 393.67MATCH EXISTINGTC ±394.26BC ±393.84394.30394.33EE 394.52394.38EE 394.52394.38TC 394.36BC 393.94TC/BC 394.02TC 394.50BC 394.00394.66394.80TC 393.57BC 393.15TC/BC393.13TC 393.41BC 392.91TC 393.40BC 392.90TC/BC 393.00393.63393.54393.40TC/BC 393.45TC 393.64BC 393.14EE 394.60EE395.05EE 394.52TC 392.96BC 392.46TC/BC 392.67TC/BC 392.80TC 393.36BC 392.86393.58393.44EE 394.52394.50394.79EE 395394.80394.69394.65394.77394.60394.58EE 394.60MATCH EXISTING GRADE±393.52MATCH EXISTING GRADE±393.79MATCH EXISTING GRADE±394.5MATCH EXISTING GRADE±395.3HP TS 395.65BS 395.32TS 395.56BS 395.08394.86394.98394.58394.50EE394.95395.12TS 395.63BS 395.30TS 395.58BS 395.00394.90394.69RIM 394.39394.00394.82EE 394.52RIM 394.40EE 394.95394.5394.68394.46394.46394.41394.46394.97394.54394.54394.69394.85MATCH EXISTING GRADE±393.30MATCH EXISTING GRADE±393.49394.53394.53394.97394.91394.91394.83394.91RIM 394.30RIM 393.83394.60394.59394.59394.60394.75394.60EE 394.80RIM 394.33394.80EE 394.80EE 394.80394.80395.30394.80HP 395394.54395.02395.02394.54394.44394.44394.5394.5394.5MATCH EXISTING GRADE±393MATCH EXISTING GRADE±393.50TC/BC 394.50BC 393.8394.07393.68393.71RIM 394.77393.60394.82394.70394.65394.60394.50394393.88394.46TC/BC 394BC 393.5TC/BC 393.77BC MATCH EXISTING±393.5394.45394.74394.57UNDER DRAIN; SEE CIVILTS 394.10BS 393.77EE 394.52TS 394.45BS 394.12394.48393.76TW 394.41BW 393.70TS 394.03BS/BW 393.70394.80TS 395.05BS 394.80TS 394.97BS 394.72TS 395BS 394.75TS 394.92BS 394.67TW / BW394.38TW / BW394.41394.90395.21394.88TS 394.38BS 394.05TC 393.45BC 393.07TC 393.45BC 393.14BOTTOM A.C. UNIT ELEV402.3BOTTOM A.C. UNIT ELEV399.1TW / BW394.26394.33394.23TW / BW394.29TW / BW394.381%394.802%MAX3 9 3 . 5 393393.5 TC/BC 392.37TC/BC 393.57TC 392.81BC 392.31TC 393.02BC 392.52TC/BC 392.55TC/BC 392.68TC 393.20BC 392.70392.90393.05393.18393.22393.15393.34393.30MATCH EXISTING±393.68RIM 393.23393.60393.57393.36393.41MATCH EXISTING GRADE±393.28MATCH EXISTING GRADE±393TS 393.97BS 393.47TS 394BS 393.5TS 394.18BS 393.68TS 394BS 393.50TC/BC 393.50BC MATCH EXISTING±393.22UNDER DRAIN; SEE CIVILBOTTOM A.C. UNIT ELEV402.3BOTTOM A.C. UNIT ELEV401.5RIM±392.45430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1INSET 1:10GRADING LEGENDFFEEETSBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF SLABBOTTOM OF SLABTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONGRADING 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.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION & AIR SPADINGWILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.5.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.6.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS EXISTING SITE.7.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES.8.ALL WALKWAYS TO HAVE A MAXIMUM 2% CROSS SLOPE.9.ALL ADA ACCESSIBLE ROUTES INDICATED ON PLANS TO HAVE AMAXIMUM 5% RUNNING SLOPE AS REQUIRED BY CODE.10.MINIMIZE GRADING WITHIN W. STATE STREET / MLK; MATCH TOEXISTING BOTTOM OF CURB ELEVATIONSTC 863.66BC 863.33010'20'0'-1"" = 10'-0"L-301SITE GRADINGCONTRACT LIMIT LINEPROPERTY LINEROW LINEMATCHLINEGRADE BREAKPROPOSED HALF CONTOURHPHIGH POINT MULCHED PROTECTION, TYP.3' DEPTH TREE & SHRUB PLANTING SOIL, TYP.3' DEPTH CU STRUCTURAL SOIL, TYP.TURF SOIL, TYP.ITEM 610.1403TREE & SHRUB PLANTING SOILTREE & SHRUB PLANTING SOIL;ITEM 610.1404430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET11.SEE PLANTING DETAILS L500 SERIES FOR SUBSURFACE PREPARATIONS2.UPON ESTABLISHMENT OF SUBGRADE ELEVATIONS FOR LAWN AND LANDSCAPEAREAS, ALL SUBGRADE OUTSIDE OF EXISTING TREE PROTECTION ZONES SHALLBE DEEP RIPPED AND DECOMPACTED PRIOR TO PLACEMENT OF PROPOSED SOILMIXES. REFER TO SECTION 329113 SOIL PREPARATION FOR SPECIFICATIONS ANDREQUIREMENTS.3.CONTRACTOR TO DEMONSTRATE TO THE OWNER’S REPRESENTATIVE THATSUBGRADE HAS BEEN FRACTURED TO A DEPTH OF 20- TO 24-INCHES FORAPPROVAL PRIOR TO PLACING SOIL MIXES.4.CONTRACTOR TO CONFIRM PRESENCE OF EXISTING C.U. STRUCTURAL SOILALONG STATE STREET; CONTRACTOR'S OPTION TO EXCAVATE, STOCKPILE, ANDREINSTALL STRUCTURAL SOIL.5.CONTRACTOR TO PROVIDE ADDITIONAL C.U. STRUCTURAL SOIL AS REQUIRED TOMEET VOLUME INDICATED ON PLANS AND DETAILS.SOILS NOTESINSET 1:10SOILS LEGENDTURF SOILCU STRUCTURAL SOILTREE AND SHRUB PLANTING SOILEXISTING TREE TO REMAIN - MULCHED PROTECTION -4' FROM BASE OF TRUNK. SEE PLANTING PLAN010'20'0'-1"" = 10'-0"L-401SOILS PLANCONTRACT LIMIT LINEPROPERTY LINEROW LINESHEET MATCHLINESAWCUT PAVEMENTKEYMATERIALDETAIL1 3KpG2AcMi1KpGAERATE AND OVERSEED WITH TURFGRASS SEED MIX PER SPEC.1KpG2AcMi6JpN3JpN3JpN ANNUALS MIX; DISTRIBUTE EVENLY THROUGHOUT PLANTERS6JpN13JvG5CsAf7MpSS12JvG6HaA1CrSP9JvG1AcMi3MpSSTURFGRASS, TYP;NYSDOT ITEMS 610.1403, 610.16023CsAf3HaA5JvG430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.DRAWING TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1SHRUBS & PERENNIALSPROPOSED TREEEXISTING TREE TO REMAIN1.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BEPREPARED IN THEIR ENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BEDUG TO DEPTH OF ROOTBALL BY 3X THE DIAMETER.2.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATETREES, SHRUBS AND PERENNIALS AS SHOWN ON PLANS. TREE, SHRUB ANDPERENNIAL LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECTBEFORE THEY ARE PLANTED.3.NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.4.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI260.1 "AMERICAN STANDARD FOR NURSERY STOCK".5.MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.6.HAND DIG AND PLANT SHRUBS AND PERENNIALS WITHIN CANOPY OF EXISTINGTREES. PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION.7.ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED ARE TOBE SEEDED AS LAWN PER SPECIFICATION.8.TREES ALONG STATE STREET TO BE CENTERED IN TREE PITSPLANTING NOTESLEGENDINSET 1:10DOT PAY ITEMQTKEYBOTANICAL NAMECOMMON NAMESIZEROOTSPACINGCOMMENTSTREES611.01613AcMiAcer miyabei 'Morton'State Street Maple2 to 2 12"B&BPer PlanBranch to 5'1CrSPCornus 'Rutgan'Stellar Pink Dogwood1 12" to 1 34"B&BPer Plan4KpGKoelreuteria paniculataGoldenraintree2 to 2 12"B&BPer PlanSHRUBS & GRASSES8CsAFCornus sericea 'Arctic Fire'Arctic Fire Red Osier Dogwood24-36"#5 CONT.3' O.C.9HaAHydrangea arborescens 'Abetwo'INCREDIBALLSmooth Hydrangea3-4'#5 CONT49JvGJuniperus virginiana 'Grey Owl'Grey Owl Red Cedar18-24"#3 CONT24'" O.C.15JpNJuniperus procumbens 'Nana'Garden Juniper18-24"#1 CONT18'" O.C.10MpSSMorella pensylvanica 'Silver Sprite'Bayberry12-18"#3 CONT.4' O.C.1Morella pensylvanica 'Morton Male'Bayberry12-18"#3 CONT.4' O.C.1 For Every 6 MpSSANNUALS60Annuals Mix8" O.C.Distribute EvenlyThroughout PlantersLAWN ESTABLISHMENT010'20'0'-1"" = 10'-0"L-402PLANTING PLANCONTRACT LIMIT LINEPROPERTY LINEROW LINESHEET MATCHLINEKEYMATERIALDETAILL-501E2L-501E5L-501E1L-501E3ANNUALS MIX33% Viola s. melanium (mixed colors)33% Pelagonium x. hortorium (mixed colors)33% Petunia x. atkinsiana (mixed colors)1 NOTES: 1.SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII. 2.2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 3.PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 - SUBBASE, 608.0101 - CONCRETE PAVEMENT CROSS SLOPE AS SHOWN ON GRADING PLAN Scale: 1"=1'-0" MEDIUM DUTY CONCRETE PAVEMENTA1 WIDTH AS SHOWN ON PLAN VARIES6"5"WELDED WIRE FABRIC 6" X 6" - W2.9 x W2.9 FLAT SHEETS SET ON CHAIRS 8" COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) OR 36" STRUCTURAL SOIL. SEE L401 FOR LOCATIONS. COMPACTED SUBGRADE CONCRETE PAVEMENT MIX (4500PSI AT 28 DAYS); (ITEM 608.0101) NOTES: 1.SEE PLANS FOR LOCATION AND TYPE OF JOINTS. 2.OVERLAP MESH SHEETS 1'-0" MIN. 3.EXPANSION JOINTS TO BE LOCATED EVERY 30' O.C. MIN UNLESS OTHERWISE NOTED ON PLANS TJ EJ Scale: 1"=1'-0" CONCRETE JOINTSA2 1/2" EXPANSION JOINT (EJ)/ CONSTRUCTION JOINT (CJ) AND CLOSED-CELL FOAM FILLER AND JOINT SEALANT 1/2" EPOXY COATED SMOOTH DOWEL x 18" W/ PLASTIC SLEEVE AT 18" O.C. 1" DEEP TOOL JOINT (TJ) W/ 1 4" RADIUS NOTE: 1.1/4" RECESS AT BUILDING THRESHOLD Scale: 1"=1'-0" PIN AT BUILDING THRESHOLDA4 CONCRETE PAVEMENT AT BUILDING THRESHOLDS BUILDING FACE #4 EPOXY-COATED SMOOTH DOWEL AT 16" O.C. GREASE AND CAST INTO FOUNDATION WALL. BUILDING FOUNDATION EXPANSION JOINT 4"1'-6"6"1'=1'-0" ASPHALT PATCHB3 1'-6"3"SAWCUT RESURFACE LIMIT LOCATION AS SHOWN ON PLANS; INCLUDE IN ITEM 203.02 BITUMINOUS TACK COAT; ITEM 407.0103 EXISTING ASPHALT EXISTING SUB-BASE 2" TOP COURSE; ITEM 402.097204 COMPACTED SUB-BASE COURSE - MIN 8" DEEP, ITEM 304.12 3" BINDER COURSE; ITEM 402.197904 NOTES: 1.PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 SUBBASE, 402.097203 TOP COURSE, 402.197903 BINDER COURSE Scale: 1"=1'-0" ASPHALT PAVEMENTB4112"1'-0"3"2'-0" WRAP TOP COURSE, ITEM 402.097204 BINDER COURSE, ITEM 402.197904 COMPACTED SUBGRADE SEPARATION FABRIC TO WRAP UNDER ASPHALT, ITEM 207.21 TAMP EDGES COMPACTED SUBBASE, SHOULDER TO EXTEND 12" BEYOND EDGE OF PAVEMENT; ITEM 304.12 NOTES: 1.PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 SUBBASE, 402.097204 TOP COURSE, 402.197904 BINDER COURSE. 207.21 SEPARATION FABRIC NOTES: 1.RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET. 2.PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET: 609.0203 - GRANITE CURB TYPE C Scale: 1"=1'-0" GRANITE CURBB1 5"1'-4"6"3"ADJACENT PAVING ADJACENT PAVEMENT OR PLANTING NYSDOT TYPE C GRANITE CURB 1/2" BATTERED FACE, 6" DOWN FROM SAWN TOP, ITEM 609.0203 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB. FORCE CONCRETE THROUGH BACK OF JOINTS. GROUT FRONT AND TOP OF JOINTS FLUSH WITH MORTAR MIX VARIES PER GRADING PLAN, 6" TYPICAL 1:3:6 DRY MIX UNIFORM PILES AT EACH END AND ON 3-FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB 12" EXPANSION JOINT AND JOINT SEALANT BETWEEN GRANITE AND CONCRETE INCLUDED IN - ITEM 609.0203 COMPACTED SUBGRADE NOTES: 1.SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS. 2.BROOM PERPENDICULAR TO LINE OF TRAFFIC. 3.2" WINDOW PANE EDGE FINISH. Scale: 3/4"=1'-0" CONCRETE BROOM FINISH DETAILA3 WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLANMEDIUM BROOM FINISH. BROOM PERPENDICULAR TO LINE OF TRAFFIC TOOLED CONTROL JOINTS 2" WINDOW PANE EDGE FINISH HANDICAP PAVEMENT MARKING NOTES: 1.REMOVED AND STOCKPILED SIGNS TO BE REINSTALLED. CONTRACTOR SHALL PROVIDE ANY NEW OR ADDITIONAL SIGNS NEEDED TO MEET ADA PARKING CODE REQUIREMENTS. 2.POSTS AND MOUNTING HARDWARE SHALL BE GALVANIZED TAMPER RESISTANT BOLTS, LENGTH AS NECESSARY. Scale: 1/4"=1'-0" ADA PAVEMENT MARKINGS B5 4'-0"TRAFFIC WHITE 4" WIDE PAINT LINE, TYP. CURB FACE TRAFFIC WHITE 4" WIDE PAINT LINE, TYP. TRAFFIC BLUE PAINT TRAFFIC WHITE PAINT NEW YORK STATE ACCESSIBLE ICON Scale: 1/4"=1'-0" TRAFFIC SIGNSD13'-0"TYP.12"7'-0" CLEARMIN., TYP.2" GALVANIZED U-CHANNEL POST WITH BREAKAWAY BASE ADJACENT PAVEMENT 2500 PSI CONC. SONO TUBE RE-MOUNT STOCKPILED SIGNS Scale: 1/2"=1'-0" WHEEL STOPC1 END VIEW INSTALLATION PLAN ELEVATION PARKING STALL CL SECTION WHEEL STOP 3 4" REINF. ROD SHALL BE PLACED PRIOR TO SURFACING, OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN INTO THE SURFACING 2 - #3 HOLE FOR 34" Ø ROD. GROUT HOLE FULL. 7'-0" MIN 8'-0" MAX 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 612"612"2'-712"8"212"4"2"8"Scale: 1/4"=1'-0" PERENNIAL AND SHRUB PLANTINGE2 NOTES: 1.PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER 2.PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING SHREDDED BARK MULCH, EXTENT OF BEDLINE: ·4" (100mm) FOR SHRUBS ·3" (75mm) FOR PERENNIALS AND BULBS UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING SOIL MIX SPADED BED EDGE COMPACTED BASE24"MINScale: 1/4"=1'-0" TREE PLANTING: ITEM 611.0161E3 3X WIDTH OF ROOT BALL6" MINPLANT SHALL BE SET AT OR SLIGHTLY ABOVE THE ESTABLISHED FINISH GRADE 4" SPECIFIED SHREDDED BARK MULCH; INCLUDE IN TREE ITEM UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING SOIL MIX; ITEM 610.1404 GRADE TO FORM SAUCER IN LAWN AREAS ONLY SCARIFY SIDES AND BOTTOM OF TREE PIT TO PREVENT GLAZING OF SUBGRADE. SET TREE DIRECTLY ON SUBGRADE TO PREVENT SETTLING. Scale: 1"=1'-0" LAWN ESTABLISHMENTE16"6"SPECIFIED SEED MIX - APPLIED AT RATE AS SPECIFIED AND ROLLED INTO SOIL. ITEM 610.1602 6" TURF SOIL. ROLL AND COMPACT TO 85% PROCTOR DENSITY. ITEM 610.1403 AERATED/ROTOTILLED SUBSOIL UNDISTURBED AND/OR COMPACTED SUBGRADE 12" NATURAL COLOR HYDRO-MULCH NOTES: 1.PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET: 610.1403 TOPSOIL LAWN; 610.1602 ESTABLISH TURF Scale: 1/4"=1'-0" TREE PROTECTIONE4 NOTES: 1.OUTSIDE EDGE OF TREE PROTECTION FENCE SHOULD BE PLACED AS INDICATED ON DEMOLITION PLAN. TREE PROTECTION FENCE SHALL BE PLACED AROUND GROUPS OF TREES AS SHOWN ON PLAN.TREE PROTECTION FENCE DO NOT DISTURB AREA WITHIN FENCE. DO NOT STORE MATERIALS OR EQUIPMENT WITHIN THE FENCED AREA. TREE PROTECTION FENCE DO NOT DISTURB AREAWITHIN FENCE.DO NOT STORE MATERIALS OR EQUIPMENTWITHIN THE FENCED AREA. 4X4X6' POSTS, TYP. 2X6 RAILS, TYP. FINISH GRADE4'-0"2'-0"3'-0" MIN. VARIES PER SITE PLAN Scale: 1"=1'-0" UNIT PAVERS ON CONCRETE BASEC5 NOTES: 1.PROVIDE WEEPS 12" IN DIA. IN CONCRETE EVERY 24" ALONG LINE OF LOW POINT. PLACE 12" SQUARE OF FILTER FABRIC OVER WEEPS BEFORE PLACEMENT OF SETTING BED. 2.BASIS OF DESIGN: BELGARD HOLLAND PAVER 3.80mm VEHICULAR GRADE PAVER IN CORN STREET ALLEY VARIES5"1"CONCRETE UNIT PAVERS; THICKNESS VARIES PER APPLICATION; SEE NOTES SAND SETTING BED POLYMERIC SAND SWEPT JOINTS 8" COMPACTED SUBBASE OR 36" STRUCTURAL SOIL; SEE L401 FOR LOCATIONS CONCRETE PAVEMENT BASE COMPACTED SUBGRADE PROVIDE 1 2" WEEP HOLES AT 24"O.C. ALONG LINE OF LOW POINT SOLDIER COURSE BORDER; BELGARD HOLLAND STONE, SABLE BLEND HERRINGBONE INTERNAL FIELD; BELGARD HOLLAND STONE, SILEX BLEND SECTION PLAN: NTS MITRE CORNERS 3 16-INCH STEEL EDGE RESTRAINT INSIDE TREE PITS; SET TOP OF RESTRAIN FLUSH WITH TOP LEVEL OF PAVER; TAPCON INTO CONCRETE BASE Scale: 1/2"=1'-0" BICYCLE RACKD2 NOTES: 1.MOUNT AS PER MANUFACTURER'S SPECIFICATIONS. 2.FOR BICYCLE RACK PRODUCT, SEE SPECIFICATIONS 3.BASIS OF DESIGN: MAGLIN MBR-500 DB C5 L-501 UNIT PAVERS ON CONCRETE BASE H.S. STEEL TUBE BIKE RACK 1'-6"Scale: 1/4"=1'-0" ADA CURB RAMP TYPE 1C2 PITCH 1:12 MAX PITCH 1:12MAXNOTES: 1.SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2.GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. WALK WHERE SHOWN PITCH 1:12 MAX SECTION PLAN 5" SEE LAYOUT PLAN CURB W/ 1/4" REVEAL ASPHALT PAVING DETECTABLE WARNING SEE SPECS 1:12 MAX SLOPE 6'-0" TYP 6' MIN; SEE PLAN 6'-0"6'-0"MIN. SEE PLAN5" TYPScale: 1/4"=1'-0" ADA CURB RAMP TYPE 2C3 PITCH 1:12MAXNOTES: 1.SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2.GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. PITCH 1:12 MAX SECTION PLAN 5" SEE LAYOUT PLAN CURB W/ 1/4" REVEAL ASPHALT PAVING DETECTABLE WARNING SEE SPECS EXISTING SIGNAL TO REMAIN 1:12 MAX SLOPE 6'-0" TYP 6' MIN; SEE PLAN 6'-0"6'-0"MIN. SEE PLAN5" TYPScale: 1"=1'-0" MEDIUM DUTY CONCRETE WITH UNIT PAVER EDGEA5 NOTES: 1.FLUSH CONCRETE UNIT PAVER BAND TO HAVE A MAX. 1/4" REVEAL ABOVE ADJACENT PAVING 2.BASIS OF DESIGN: BELGARD HOLLAND PAVER 3.MITRE CORNERS PER DETAIL C5 5"8"8"1'-0" FLUSH SOLDIER COURSE PAVER BAND ADJACENT PAVING MORTAR WHEEL STOP PER PLAN Scale: 1"=1'-0" STONE MULCHB2 NOTES: 1.ALUMINUM EDGING TO BE PLACED ALONG BORDER WITH PLANTING BED ONLY. VARIES SEE PLAN 4"COMPACTED SUBGRADE 1 8" THICK x 51 2" HIGH ALUMINUM EDGING WITH 12" LONG STAKES ADJACENT GRANITE CURB OR PLANTING BED STONE MULCH ADJACENT BUILDING FACE OR PAVEMENT Scale: 1/4"=1'-0" TREE PLANTING IN C.U. STRUCTURAL SOILE5 UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. ADJACENT PAVEMENT SPECIFIED SHREDDED BARK MULCH SPECIFIED PLANTING MIX MEDIUM DUTY 1-3/4" PERMA-LOC EDGING OR APPROVED EQUAL STRUCTURAL SOIL SEPARATION FABRIC VARIES, SEE PLAN VARIES, SEE LAYOUT PLAN3'-0"Scale: 1/2"=1'-0" BOLLARD TYPE 1D33'-0"4'-0"1'-0"3'-0"414" 3.5" 414" SUBBASE COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE STEEL PIPE SECURITY BOLLARD 3.5" O.D. CONCRETE FILLED (3000 PSI MIN) RELIANCE FOUNDRY STAINLESS STEEL BOLLARD COVER, MODEL R-7322, 4-12" O.D. Scale: 1/2"=1'-0" BOLLARD TYPE 2D44'-4"4'-0"1'-0"3'-0"334" 41 2" 334" COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE STEEL PIPE SECURITY BOLLARD 4.5" O.D. CONCRETE FILLED (3000 PSI MIN) RELIANCE FOUNDRY PLASTIC BOLLARD COVER, MODEL R-7100; 5" O.D. SUBBASE Scale: 1/2"=1'-0" REMOVABLE BOLLARDD53'-0"4'-0"1'-0"1'-0"31316"31316" COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE RELIANCE FOUNDRY STAINLESS STEEL BOLLARD POST, MODEL R-8902; 4-38" O.D. SUBBASE 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO.ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO.ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AS NOTED L-501 SITE DETAILS 1 11 1 NYSDOT ITEM NUMBERS ITEM GRANITE CURB TYPE C SEPARATION FABRIC SUBBASE COURSE TYPE 2 TOPSOIL - LAWNS 207.21 304.12 609.0203 610.1403 TURF ESTABLISHMENT610.1602 CONCRETE PAVEMENT608.0101 ASPHALT TOP COURSE402.097204 ASPHALT BINDER COURSE402.197904 1 EXCAVATION & DISPOSAL203.02 REMOVE AND STORE SIGN PANEL647.41 TREE REMOVAL; GRUB STUMP614.060404 TOPSOIL - SPECIAL PLANTING MIX610.1404 TREE PLANTING611.0161 STRAIGHT TACK COAT407.0103 1 Scale: 0'-1"=1'-0" CONCRETE PLINTH WITH PLANTERS AND PRECAST CONCRETE BENCHESC2 ASSEMBLY FRONT ISO: NTS C5 L-501 UNIT PAVERS ON CONCRETE BASE SECTION FLUSH VARIES;SEE GRADING PLAN1'-638"6"6" TYP.2'-2"4" TYP. 1" TYP.3"1'-638"412"412"1'-638"6"2% WASH 4"6" 2'-4" 6"4" 4'-0"PRECAST BENCH FRONT & REAR ISO: NTS 3"1" 1'-6 38"1'-4"PRECAST BENCH RIGHT & LEFT SIDE ELEVATION: NTS VARIESNOTES: 1.PLANTERS TYPE 1 TO BE MAGLIN MPL-1500-00003; SEE SPECIFICATION SECTION 129300 FOR COLOR & FINISH 2.PRECAST BENCHES BY WASAU TILE; SEE SPECIFICATION SECTION 129300 FOR ADDITIONAL INFO CONCRETE GRADE BEAM 12" REBAR STIRRUPS 12" O.C. WITH 3" MIN. COVER COMPACTED SUBGRADE (4) #4 HORIZONTAL BARS CONTINUOUS WITH 3" MIN. COVER COMPACTED SUBBASE COMPACTED SUBBASE 12" REBAR STIRRUPS 12" O.C. WITH 3" MIN. COVER CONCRETE GRADE BEAM (4) #4 HORIZ. BARS CONTINUOUS - 3" MIN. COVER 1" X 6" STRAP SLOT, TYP. OF (2) PRECAST CONCRETE BENCH PLANTER TYPE 1 1'-41116" 1 8" EASED EDGES 1" CONTINUOUS SHADOW LINE FRONT SECTION / ELEVATION 12" EXPANSION JOINT AND CLOSED-CELL FOAM FILLER AND JOINT SEALANT Scale: 1/2" = 1'-0" STAIR 1 - CONCRETE BASE WITH GRANITE TREADS E2 E3 L-502 NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYING FORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES 2.APPLY JOINT SEALANT WHERE STAIR DETAIL ABUTS ADJACENT CONDITION.3" CLR . M IN8" M IN 2" 1'-4" 1'-4" A5 L-501 MEDIUM DUTY CONCRETE WITH UNIT PAVER EDGE C5 L-501 UNIT PAVERS ON CONCRETE BASE 4"2'-612" EPOXY COATED #4 @ 12" O.C. NYSDOT TYPE 2 BASE COMPACTED SUB-GRADE (TYP.) 18" LONG X 3/4" DIA. EPOXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" O.C. EPOXY COATED #4 @ 12" O.C. Scale: 3"=1'-0" GRANITE STAIR TREAD DETAILE3 2% WASH 2% WASH 1/4"4"1'-4" MORTAR BED JOINT SEALANT GRANITE TREAD, TYP. TYPE 316 S.S. DOWEL 3/8"Ø X 6" LONG. MIN. (2) PER TREAD PIECE, CORE AND GROUT / EPOXY. 1"±8"±10'-6"4'-638"4'-638"4'-0"4'-638"4'-638"4'-638"4'-638"4'-0"4'-0" ±39'-25 16" Scale: 1/2"=1'-0" ELEVATION: CONCRETE PLINTH WITH PLANTERS AND PRECAST CONCRETE BENCHESA5 ±2", TYP.FINISHED GRADE BUILDING FACADE BEYOND PLANTER TYPE 1; TYP. OF 6 PRE-CAST CONCRETE BENCH; TYP. OF 3 EXPOSED FACE OF CONCRETE PLINTH; SEE GRADING PLAN Scale: 3/4" = 1'-0" TYPICAL SECTION PLANTER TYPE 1C41316"18-316"CONTINUOUS SUBSURFACE DRAINAGE PANEL & WEEP HOLE CENTERED IN PLANTER EXTRUDED POLYSTYRENE FOAM INSULATION AND DRAINAGE BOARD, TYP. NOTES: 1.PLANTERS TO BE MAGLIN MPL-1500-00003 2.REMOVE PLUG AT CENTER DRAINAGE OPENING 18-3 8" CONTINUOUS NON-WOVEN SEPARATION FABRIC, MIN. OVERLAP OF 8" AT SEAMS, TYP. CONTINUOUS GEOCOMPOSITE DRAINAGE MAT ON ALL INSIDE FACES OF INSULATION AND DRAINAGE BOARD, TYP. SPECIFIED PLANTING SOIL FINISHED GRADE OF PLANTING MEDIA 2" MULCH Scale: 3/4" = 1'-0" PLANTING PLAN: PLANTER TYPE 1C5 JUNIPERUS PROCUMBENS 'NANA' ANNUALS MIX; REF PLANT SCHEDULE NOTES: 1.DISTRIBUTE PLANTS EVENLY THROUGHOUT PLANTERS 2.SPACE JUNIPER AS SHOWN; WORK ANNUALS BETWEEN AND SPACE IN TRIANGULAR ARRANGEMENT ± 8" O.C. 8"1'-6" TYP 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO.ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO.ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AS NOTED L-502 SITE DETAILS