Drawings Combined.pdf

PDF 5 MB Posted Oct 2, 2026

Attached to: Public Library Exterior Upgrades Project
Solicitation number: 2139593
Issued by: Tioga County, New York

About this file

Written by GovTribe AI · Oct 6, 2026

This file contains architectural drawings for the Public Library Exterior Upgrades Project in Tompkins County, New York. The drawings document the design specifications and construction requirements for exterior upgrades to the Tompkins County Public Library facility located in the Southern Tier region of New York. The project will be executed as a Single Prime General Work contract, with the contractor bearing full responsibility for all work identified in the contract documents. The drawings serve as the primary technical reference materials for potential bidders preparing proposals for the exterior upgrades work.

The procurement is open to all qualified contractors without set-asides or minority/women business enterprise contracting goals currently established for this project. No prior identical or substantially similar contracts have been awarded within the past five years. Service-Disabled Veteran-Owned Business and Disadvantaged Business Enterprise goals are set at zero percent. Potential bidders should reference these architectural drawings in conjunction with the project specifications and contract documents when developing their proposals for the exterior upgrade work at the Tompkins County Public Library.

View the file

Other files

File	Type	Posted
Project Manual Combined.pdf	PDF	Oct 2, 2026
Legal Notice.pdf	PDF	Oct 2, 2026
Public Library Exterior Upgrades Project FINAL DRAFT.pdf	PDF	Oct 2, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FENCING TO REMAIN

SAN

MATCH LINE

ELEVATION

INTERIOR

ELEVATION

ELEVATION FROM DATUM

SCHEDULE

INDICATES FRAMED

LOCATION

LENGTH OF BEAMRECESSED

0.7

[-3'-0]

CFMF BEARING WALL

AT ADJ GIRDER ELEV

INDICATES TOP OF BEAM(GIR)

SHEAR WALL

SEE SCHEDULE

HORIZONTAL BRIDGING

JOIST

JOIST DESIGNATION

12K3

(-8)

REFER TO FOOTING

INDICATES FOOTING TYPE

INDICATES PIER TYPE

TOP OF PIER ELEVATION

TOP OF FOOTING

SL = SKYLIGHT

AH = ACCESS HATCH

SH = SMOKE HATCH

BEARING WALL

MASONRY LOAD

INDICATES AREA IS

EXISTING

DEPRESSED OR

INDICATES SLAB IS

APPROX W/ WET CONC

DEFLECTION (INCHES)

END REACTION- KIPS

BEAM SIZE

STUDS OVER FULL

NUMBER OF SHEAR

DRAWING DATUM

ELEVATION FROM

(-6) W8X15

OPNG IS FOR:

RD = ROOF DRAIN

ME = MECH EQUIP

INDICATES A FRAMED

ROOF OR FLOOR OPNG

COORD SIZE AND

FIREWALL

CONNECTION

COLUMN

LINTEL DESIGNATION

SEE SCHEDULE

L-2 *

CONNECTION TO

INDICATES LINTEL

INDICATES MOMENT

IS EXISTING

INDICATES MEMBER

INDICATES BM TO HAVE

INDICATES SHEAR WALL

INDICATES BEAM FRAMES

OVER COLUMN

SPLICE

INDICATES BEAM

CONNECTION TO BEAM

TOP OF WALL CLIPS

21K21K

FROM DATUM

[14]

DIAGONAL BRIDGING

1st FF 100'-0"

A A

B B

A112

4 A112

A12

A112

A12

Standard SymbolsStructural SymbolsSite Symbols

CLL

A COLUMN CENTER

LINE

CONTRACT LIMIT LINE

PROPERTY LINE

STANDARD REFERENCE BUBBLE

DRAWING TITLE & SCALE

Floor Plan 1/8"=1'-0"

RIP-RAP

HAY BALES

TEMPORARY TREE PROTECTION

TEMPORARY CONSTRUCTION FENCING

GATE VALVE

STORM/SANITARY CLEANOUT

WATER LINE TO BE REMOVED/ABANDONED

WATER LINE TO REMAIN

WATER LINEW

GAS LINE TO BE REMOVED/ABANDONED

GAS LINE TO REMAIN

GAS LINEG

SANITARY LINE TO BE REMOVED/ABANDONED

SAN

REMOVAL

SANITARY LINE TO REMAIN

SANITARY LINE

UNDERDRAIN TO BE REMOVED/ABANDONED

ST STORM LINE WITH END SECTION

STORM LINE WITH ENDWALLST

STORM PIPE TO REMAIN

DRYWELL W/ COVER BURIED

DRYWELL W/ SOLID COVER TO GRADE

DRYWELL W/ GRATE

STORM/SANITARY MANHOLE

CONCRETE SECTION

+ 99.00 BOTTOM OF CURB ELEVATION

83.36 SPOT ELEVATION

UNIVERSAL HANDICAP SYMBOL

SIGN POST

STORM LINE WITH HEADWALL

TO REMAIN

SILT FENCING

ST STORM PIPE

MANHOLE/CATCH BASIN/DRYWELL

CATCH BASIN

DROP INLET TO REMAIN

DROP INLET

FIRE HYDRANT TO REMAIN

NEW OR RELOCATED FIRE HYDRANT

UTILITY POLE TO REMAIN

UTILITY POLE

FENCING TO BE REMOVED

TB-1

+ 83.36

99.50

FENCING

SOIL TEST BORING

EXISTING CONTOUR

CONTOUR

EXISTING SPOT ELEVATION

TOP OF CURB ELEVATION

TREE OR SHRUB TO BE REMOVED

TREE OR SHRUB TO REMAIN

TREE OR SHRUB

CURBING TO BE REMOVED

CURBING

CURBING TO REMAIN

CONCRETE PAVING

REMOVE AND REPLACE ASPHALT PAVING

HEAVY-DUTY ASPHALT PAVING

ASPHALT PAVING OR TOP COURSE

UNDERDRAIN TO REMAIN

UNDERDRAIN

STORM PIPE TO BE REMOVED/ABANDONED

TP-1

TEST PIT LOCATION

UTILITY POLE TO BE REMOVED

DRAWING REVISION

NUMBER

CENTER LINE

CUT LINE

NORTH ARROW ROOM NAME AND

NUMBER

DETAIL

WALL SECTION

BUILDING SECTION

DRAWING NUMBER

DETAIL NUMBER

METAL, STEEL

REMOVE AND REPLACE

ASPHALT PAVING

NEW HEAVY-DUTY

ASPHALT PAVING

NEW ASPHALT PAVING OR

TOP COURSE

SAND

GRAVEL

CONCRETE

BRICK

EARTH

STONE

CONCRETE MASONRY UNITS

PLYWOODFINISHED WOOD TRIM

ROUGH WOODINSULATION (LOOSE OR

BATT)

RIGID INSULATION

CERAMIC TILEACOUSTICAL PANEL

GLASS (LARGE SCALE)

PLASTER, CEMENT, GROUT, GYPSUM

WALL BOARD

RESILIENT FLOORING

TERRAZZO

STRUCTURAL GLAZED TILE

ADA 5' TURNING

RADIUS

ELEVATION CALL

OUT

CLASSROOM

FOUNDATION WALL

CONTINUOUS FTG

BM POCKET

ELEVATION FROM DATUM

SW1 WALL TYPE

<-1'-8>

[-4'-0] [-3'-0]

FROM DATUM

TOP OF FTG ELEVATION

STEPPED FOOTING

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

Set No.

Project Location Map

Drawing Number:

Architecture fo r High PerformanceFacilities

PlanningEngineering To the best of the Architect’s knowledge, information and belief, the design of this project conforms to all applicable provisions of the New York State Uniform Fire Prevention and Building Code, the New York State Energy Conservation Code, and the building standards of the New York State Education Department. It is a violation of the Education Law of the State of New York for any person to alter or modify this document in any way unless acting under the direction of a licensed architect.

Date:Drawn By: Drawing Number:

Project No.:

BUILDING DESIGNATOR

DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET SEQUENCE DESIGNATOR

AA130

Volume 1 of 1

123174-23001.10 June 8, 2026 G001

101 E Green Street Ithaca, New York 14850

Public Library Exterior Upgrades Project Tompkins County

The engineer that has signed this document certifies that to the best of their knowledge, information and belief, the asbestos plans and specifications are in accordance with applicable requirements of the New York State Uniform Fire Prevention and Building Code, Construction Standards of the Commissioner of Education, New York State Department of Labor Part 56 of Title 12, and the United States Environmental Protection Agency Hazard Emergency Response ACT Regulations. Kevin C. Terry is accredited to the EPA and New York State under AHERA Regulations as an Asbestos Project Designer (Asbestos Handling Certificate Number 14-20336). It is a violation of the Education Law of the State of New York for any person to alter or modify this document in any way unless acting under the direction of a licensed professional engineer.

123174-23001.10

June 8, 2026TTAE

Drawing List

GENERAL

G001 Title Sheet and Symbols and Abbreviations

Tompkins County Public Library

HAZARDOUS MATERIALS

AH100 Abatement Plan

CIVIL

AC100 Demo and SESC Plan AC120 Site Layout and Planting Plan AC130 Site Grading and Utility Plan AC500 Site Details

ARCHITECTURAL

AA051 First Floor Key Plan AA190 Roof Plan AA191 Details and Notes AA200 Exterior Elevations

A/S AIR SEPARATOR

AAC ASBESTOS ABATEMENT

CONTRACTOR

AAD AUTOMATIC AIR DAMPER

AB ANCHOR BOLT, AIR BARRIER

AC AIR CONDITIONING,

ALTERNATING CURRENT

ACCMP ASPHALT COATED CORR

METAL PIPE

ACM ASBESTOS CONTAINING

MATERIAL

ACT ACOUSTICAL CEILING TILE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT

ADR ACCESS DOOR

AESS ARCH EXPOSED STRUCTURAL

STEEL

AFF ABOVE FINISH FLOOR

AH ACCESS HATCH

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALTB ACOUSTICALLY LINED

TRANSFER BOX

ALTN ALTERATION

ALUM ALUMINUM

AMP AMPERE

ANOD ANODIZED

ANT ACID NEUTRALIZATION TANK

AP ACCESS PANEL, APPROX,

APPROXIMATE(LY)

APC ARCHITECTURAL PRECAST

CONCRETE

ARCH ARCHITECT (URAL)

ASB ASBESTOS

ASPH ASPHALT

ATV ATMOSPHERIC VENT

AUD AUDITORIUM

AUTO AUTOMATIC

AVE AVERAGE

B BOILER, BRICK, BOTTOM

BB BASKETBALL

BBD BOILER BLOWDOWN

BC BOTTOM OF CURB

BCU BLOWER COIL UNIT

BCX BOTTOM CHORD EXTENSION

BD BOARD

BDD BACKDRAFT DAMPER

BF BACK FLOW PREVENTER

BG BOTTOM GRILLE

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BY OTHERS

BOD BOTTOM OF DUCT

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BPL BEARING PLATE

BR BOTTOM REGISTER

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRSH BRICKSHELF

BRZ BRONZE

BS BOTH SIDES, BOTTOM OF

STAIR

BSMT BASEMENT

BSPL BACKSPLASH

BT BENT

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER

HOUR

BUR BUILT-UP ROOFING

BW BOTTOM OF WALL

BWC BACK WATER CHECK VALVE

C CONDUIT, CONVECTOR,

CONDENSOR, COMMON,

CARPET

CA COMPRESSED AIR

CAB CABINET

CATV CABLE TELEVISION

CB CATCH BASIN, CIRCUIT

BREAKER, CHALKBOARD

CCTV CLOSED CIRCUIT TELEVISION

CD CEILING DIFFUSER,

CONDENSATE DRAIN

CEM CEMENT

CER CERAMIC

CF CUBIC FEET, CEILING FAN

CFM CUBIC FEET PER MINUTE

CFMF COLD FORMED METAL

FRAMING

CFT CERAMIC FLOOR TILE

CG CEILING GRILLE

CHAN CHANNEL

CHUV CEILING HUNG UNIT

VENTILATOR

CI CAST IRON

CIP CAST IN PLACE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLR CLEAR (ING) (ENCE)

CLRM CLASSROOM

CMP CORRUGATED METAL PANEL

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CODP CLEAN OUT DECK PLATE

COL COLUMN

COMB COMBINATION

COMP COMPRESS (ED) (ION) (IBLE),

COMPOSITE

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED, CORRIDOR

COWP CLEAN OUT WALL PLATE

CPVC CHLORINATED POLY VINYL

CHLORIDE

CR CEILING REGISTER

CRS COURSE (S)

CSK COUNTERSINK

CSMT CASEMENT

CT COMPUTER TERMINAL,

CERAMIC BASE TILE

CTD COATED

CTOP COUNTER TOP

CTR CENTER

CU CUBIC

CUH CABINET UNIT HEATER

CV CONVECTOR, CURB VALVE

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CWT CERAMIC WALL TILE

D DIESEL FUEL, DEPTH

DB DRY BULB

DC DIRECT CURRENT

DDC DIRECT DIGITAL CONTROL

DE DELONIZED WATER

DEG DEGREES

DEMO DEMOLISH

DEP DEPRESS (ED) (ION)

DET DETAIL (ED)

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHU DEHUMIDIFICATION UNIT

DI DROP INLET, DUCTILE IRON,

DISTILLED WATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DIV DIVISION

DL DEAD LOAD

DN DOWN

DO DITTO

DP DAMPPROOF (ING)

DPR DAMPER

DR DOOR, DEEP RIB

DS DOWNSPOUT, DRAINAGE

STRUCTURE

DT DRAIN TILE

DTA DOVETAIL ANCHOR

DTL DETAIL

DTR DUAL TEMPERATURE RETURN

DTS DUAL TEMPERATURE SUPPLY

DW DUMBWAITER, DISHWASHER

DWG DRAWING

DWL DOWEL

DWR DRAWER

E EAST

EA EXHAUST AIR, EACH

EAT ENTERING AIR TEMPERATURE

EB EXPANSION BOLT

EC ELECTRICAL CONTRACTOR

ECF ENHANCED CONCRETE

FLOORING

EF EACH FACE, EXHAUST FAN

EIFS EXTERIOR INSULATION

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC (AL)

ELEM ELEMENT

ELEV ELEVATION, ELEVATOR

EM EMERGENCY

EMT ELECTRICAL METALLIC

TUBING

ENC ENCLOSURE

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL, EQUIVALENT

EQC EQUIPMENT CONTRACTOR

EQUIP EQUIPMENT

ERU ENERGY RECOVERY UNIT

ERV ENERGY RECOVERY

VENTILATION

ES EXPOSED SURFACE,

EXPOSED STRUCTURE

ESF ELASTIC SHEET FLASHING

ESM ELASTIC SHEET MEMBRANE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER

TEMPERATURE

EXG EXISTING

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR, EXTERNAL

F FAHRENHEIT

FA FIRE ALARM

FAI FRESH AIR INTAKE

FCU FAN COOLING UNIT

FD FLOOR DRAIN, FIRE DAMPER

FDC FDCFIRE DEPARTMENT

CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FACTORY

FINISH

FFE FINISH FLOOR ELEVATION

FFL FINISH FLOOR LINE

FG FLOOR GRILLE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH (ED)

FIXT FIXTURE

FL FLUSH

FLD FLOOR DUCT

FLEX FLEXIBLE

FLG FLASHING

FLR FLOOR (ING)

FLUOR FLUORESCENT

FM FLOOR MOUNTED

FMC FLEXIBLE METAL CONDUIT

FND FOUNDATION

FOB FREIGHT ON BOARD, FLAT ON

BOTTOM

FOG FUEL OIL GAUGE

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FLAT ON TOP

FP FIREPROOF (ING)

FPM FEET PER MINUTE

FR FRAME, FLOOR REGISTER

FRA FRESH AIR

FRC FIRE RESISTANT COATING

FRP FIBERGLASS REINFORCED

PANEL

FRT FIRE RETARDANT

FS FLOOR SINK

FSD FIRE AND SMOKE DAMPER

FT FEET, FLOOR TREATMENT

FTG FOOTING

FTR FIN TUBE RADIATION

FV FLUSH VALVE

G GAS, GLYCOL

GA GAUGE

GAL GALLON

GALV GALVANIZED

GASK GASKET (ED)

GC GENERAL CONTRACT (OR)

GCMU GLAZED CONCRETE

MASONRY UNIT

GCO GRADE CLEANOUT GF

GROUND FACE

GL GLASS, GLAZING

GND GROUND

GPM GALLONS PER MINUTE

GR GRADE (ING), GLYCOL

RETURN

GS GLYCOL SUPPLY

GVL GRAVEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT

HB HOSE BIB

HBD HARD BOARD

HC HEATING CONTRACT (OR),

HANDICAP

HCR HOT/CHILLED RETURN

HCS HOT/CHILLED SUPPLY

HD HEAVY DUTY

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HG HOT GLYCOL

HIP HIGH IMPACT PANEL

HM HOLLOW METAL

HORZ HORIZONTAL

HP HORSEPOWER, HIGH

PRESSURE, HEAT PUMP

HPC HIGH PERFORMANCE

COATING

HPL HIGH PRESSURE LAMINATE

HPR HEAT PUMP LOOP WATER

RETURN

HPS HEAT PUMP LOOP WATER

SUPPLY

HR HANDRAIL, HOUR

HT HEIGHT

HTG HEATING

HV HIGH VOLTAGE

HVAC HEATING/VENTILATING/AIR

CONDITIONING

HVU HEATING AND VENTILATING

UNIT

HW HOT WATER

HWH HOT WATER HEATER

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCHES

INCL INCLUDE (D) (ING)

INS INSULATE (D) (ION)

INT INTERIOR

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

IW INDIRECT WASTE

J JANITORS CLOSET

JAN JANITORS CLOSET

JB JUNCTION BOX

JC JANITORS CLOSET

JCT JUNCTION

JT JOINT

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

KWH KILOWATT PER HOUR

L LENGTH, LONG

LAB LABORATORY

LAD LADDER

LAM LAMINATE (D)

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

LBL LABEL

LBP LEAD BASED PAINT

LC LANDSCAPE CONTRACTOR

(SITE)

LCC LEAD COATED COPPER

LDR LEADER

LEV LEVEL

LF LINEAR FOOT

LFMC LIQUID-TIGHT FLEXIBLE

METAL CONDUIT

LFNC LIQUID-TIGHT FLEXIBLE

NONMETALLIC CONDUIT

LG LENGTH, LONG

LGI LARGE GROUP INSTRUCTION

LH LEFT HAND

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LP LOW PRESSURE

LPC LOW PRESSURE

CONDENSATE

LPG LIQUID PROPANE GAS

LPS LOW PRESSURE STEAM

LPT LOW POINT

LS LINOLEUM SHEET

LT LIGHT, LINOLEUM TILE

LTL LINTEL

LV LABORATORY VENT, LOW

VOLTAGE

LVR LOUVER

LW LABORATORY WASTE

LWT LEAVING WATER

TEMPERATURE

MAN MANUAL

MAS MASONRY

MAT MATERIAL

MAU MAKE UP AIR UNIT

MAX MAXIMUM

MB MARKER BOARD

MBH THOUSAND BTUH

MBR MEMBER

MD MOTORIZED DAMPER

ME MECHANICAL EQUIPMENT

MECH MECHANICAL (LY)

MED MEDIUM

MEMB MEMBRANE

MF MIXING FAUCET

MFR MANUFACTURE (R)

MH MAN HOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULE (OR), MODEL

MP MULTICOLOR WALL COATING

MR MOP RECEPTOR

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTH MARBLE THRESHOLD

MTL METAL

MTR METER

MULL MULLION

MVEJ MASONRY VENEER

EXPANSION JOINT

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NEUT NEUTRALIZATION

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NUMBER, NORMALLY OPEN

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPP HD OPPOSITE HAND

P PAINT SURFACE(S) INCLUDING

SOFFITS

PAR PARALLEL

PART PARTITION

PC PLUMBING CONTRACT (OR),

PIGMENTED CONCRETE

PCC PRECAST CONCRETE

PE PORCELAIN ENAMEL

PENC PRE-EXISTING

NON-CONFORMING

PERF PERFORATE (ION) (ED)

PERI PERIMETER

PERP PERPENDICULAR

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER, PLASTIC

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PM PLUGMOLD

PNL PANEL

POC POINT OF CURVATURE, POINT

OF CONNECTION

POL POLISHED

POS POSITIVE

POT POINT OF TANGENCY

PR PAIR

PRE POWER ROOF EXHAUSTER

PREP PREPARE (ATION)

PRF PREFORMED

PROJ PROJECT

PS PAINT EXPOSED

STRUCTURE/DECK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PORCELAIN TILE

PTD PAINTED

PTFR PRESSURE TREATED FIRE

RETARDANT

PTP PRESSURE TREATED

PRESERVATIVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWE POWER WALL EXHAUSTER

QF QUARTZ FLOORING

QT QUARRY TILE

R RADIUS, RETURN,

REFRIGERANT

RA RETURN AIR

RAD RADIATION

RAF RETURN AIR FAN, RESILIENT

ATHLETIC FLOORING

RB RESILIENT BASE

RC ROOFING CONTRACT (OR)

RCA RECYCLED CONCRETE

AGGREGATE

RCP REINFORCED CONCRETE

PIPE, REFLECTED CEILING

PLAN

RCU REMOTE CONDENSING UNIT

RD ROOF DRAIN

RECEP

RECEPTACLE

REF REFERENCE

REFL REFLECT (ED) (IVE) (OR)

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING)

REM REMOVED

REQD REQUIRED

RESIL RESILIENT

RET RETAINING, RETURN

REV REVISION, REVISED, REVEAL

RF RUBBER FLOORING

RFG ROOFING

RFH ROOF HATCH

RFM RECESSED FLOOR MAT

RG RETURN GRILLE

RGS RIGID GALVANIZED STEEL

RH RIGHT HAND

RHC REHEAT COIL

RI ROUGH-IN

RL RAIN LEADER, REFRIGERANT

LIQUID

RLG RAIL(ING)

RM ROOM

RMC RIGID METAL CONDUIT

RNC RIGID NONMETALLIC CONDUIT

RNT RUNNING TRAP

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR REMOVE EXISTING AND

REPLACE WITH NEW

RS RUBBER STAIR TREAD/RISER,

REFRIGERANT SUCTION

RTH ROOF TOP HOOD

RTU ROOF TOP UNIT

RW RAW WATER

S SOUTH, SUPPLY, SURGE

PROTECTED

SA SUPPLY AIR

SAN SANITARY

SAS SMOOTH ALL SIDES

SC SOLID CORE, SILL COCK,

SEALED CONCRETE

SCHED SCHEDULE

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN, SPLITTER

DAMPER, SMOKE DAMPER

SEC SECTION

SF SQUARE FEET

SGI SMALL GROUP INSTRUCTION

SGT STRUCTURAL GLAZED TILE

SH SHELF, SHELVING, SMOKE

HATCH

SHR SHOWER, SHEAR WALL

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SK SINK

SL SOUND LINED, SKYLIGHT

SLC SILLCOCK

SLV SLEEVE

SLVR STORM LOUVER

SMH SANITARY MANHOLE

SOG SLAB ON GRADE

SP STATIC PRESSURE,

STANDPIPE, SPACE (ING) (ES)

SPEC SPECIFICATION (S)

SPKR SPRINKLER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SST STRUCTURAL STEEL TUBING

ST STORM, STORAGE

STA STATION

STC SHOWER TEMPERATURE

CONTROLLER, STAINED

CONCRETE

STD STANDARD

STG SEATING

STL STEEL

STN STAIN (ED)

STOR STORAGE

STRU STRUCTURAL

SURF SURFACE

SUSP SUSPSUSPENDED

SV SHEET VINYL, STEAM VENT

SW SWITCH, SOFTENED WATER

SWCI SERVICE WEIGHT CAST IRON

SYM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T TREAD, TOP, TOILET ROOM,

TONS, TERRAZZO

TB TOP AND BOTTOM, TACK

BOARD, TERRAZZO BASE

TBD TO BE DETERMINED

TC TEMPERATURE CONTROL,

TEMPERED CLEAR,

TELECOMMUNICATION

CONTRACTOR, TOP OF CURB

TCX TOP CHORD EXTENTION

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TG TOP GRILLE, TONGUE AND

GROOVE

THK THICKNESS

THR THRESHOLD

TME TO MATCH EXISTING

TMV THERMOSTATIC MIXING

VALVE

TOD TOP OF DUCT

TOF TOP OF FASCIA, TOP OF

FOOTING

TOL TOLERANCE

TOM TOP OF MASONRY

TOP TOP OF PIPE, TOP OF PIER

TOS TOP OF STEEL, TOP OF STAIR

TPART TOILET PARTITION

TR TOP REGISTER

TRN TRANSOM

TS TOP OF STAIR

TV TELEVISION

TW TEMPERED WATER, TOP OF

WALL

TYP TYPICAL

UC UNDERCUT

UD UNDERDRAIN

UE UNDERGROUND ELECTRIC

UG UNDERGROUND

UH UNIT HEATER

UNF UNFINISHED

UNIF UNIFORM

UNO UNLESS NOTED OTHERWISE

UR URINAL

UT UNDERGROUND TELEPHONE

UV UNIT VENTILATOR

V VENT, VOLT

VAR VARIES, VARIABLE

VARN VARNISH

VAT VINYL ASBESTOS TILE

VAV VARIABLE AIR VOLUME

VB VACUUM BREAKER, VAPOR

RETARDER BARRIER,

VOLLEYBALL

VCB VENTED COVE BASE

VCT VINYL COMPOSITE TILE

VD VOLUME DAMPER

VERM VERMICULITE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VIT VITREOUS TILE

VNR VENEER

VOL VOLUME

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST, WIDTH, WIDE, WASTE,

WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET, WALL

COVERING

WD WOOD, WOOD FLOORING

WDW WINDOW

WDWC WINDOW CONTRACTOR

WF WASH FOUNTAIN

WG WALL GRILLE, WATER GAUGE

WH WALL HUNG, WALL HYDRANT

WHA WATER HAMMER ARRESTOR

WI WROUGHT IRON

WM WIREMOLD

WP WATER PROOFING, WORKING

POINT

WR WATER REPELLENT, WIDE RIB,

WALL REGISTER

WS WATER STOP

WSCT WAINSCOT

WT WEIGHT

WWHP WATER TO WATER HEAT

PUMP

WWR WELDED WIRE

REINFORCEMENT

XHCI EXTRA HEAVY CAST IRON

YD YARD DRAIN, YARD

PROJECT LOCATION MAP

TOMPKINS COUNTY PUBLIC LIBRARY

101 E GREEN STREET

DANIEL D TOMPKINS BUILDING

121 E COURT STREET

Daniel D. Tompkins Building

CIVIL

BC120 Site Daniel D. Tompkin Building Plan

1. AT THE PERIMETER OF THE ROOF, FLASHING CEMENT/MASTIC IS

ASBESTOS CONTAINING. REMOVE AND DISPOSE ALL ROOFING

MATERIALS AS ASBESTOS CONTAINING A MINIMUM OF 12 INCHES

FROM THE EDGE OF THE PERIMETER AT INDICATED LOCATIONS.

2. ROOF SYSTEM INCLUDES, WITHOUT LIMITATION (INCLUDING

MULTIPLE LAYERS):

A. ROOF MEMBRANE

B. INSULATION

C. FLASHING MATERIALS

D. MASTIC / PATCHES

E. COATINGS

F. VAPOR BARRIERS

G. CAULKING

3. REMOVE ALL MATERIALS COMPLETELY FROM THE SUBSTRATE AND

ADJACENT MATERIALS, SUCH AS THE ROOF DECK, WALLS,

COUNTERFLASHING, COPING STONE, METAL COPING COPING, VENT

PIPES, AND HVAC EQUIPMENT.

4. REMOVE ALL FLASHING MATERIALS FROM THE SUBSTRATE,

COUNTERFLASHING AND ADJACENT SURFACES. REMOVE ALL

FLASHING MATERIALS FROM ALL VERTICAL AND SLANTED

SURFACES. REMOVE ALL FLASHING MATERIALS AND MASTIC THAT

MAY BE IMPACTED BY DEMOLITION WORK.

5. PERFORM WORK IN ACCORDANCE WITH CODE RULE 56-11.6 AND

SPECIFICATION SECTION 028200 - ASBESTOS ABATEMENT.

Roof System Abatement Notes

REMOVE ROOFING AT PERIMETER WITH ASBESTOS

CONTAINING FLASHING MASTIC/CEMENT

Legend A

1. CONTRACTOR PERFORMING ANY AND ALL ASBESTOS ABATEMENT

WORK SHALL BE A NYSDOL LICENSED ASBESTOS CONTRACTOR.

2. PERFORM ALL WORK IN ACCORDANCE WITH SPECIFICATION

SECTION 02 82 00 - ASBESTOS ABATEMENT.

3. ASBESTOS CONTAINING MATERIALS SHALL BE ABATED IN

ACCORDANCE WITH THE DRAWINGS AND SECTION 02 82 00 PRIOR

TO ANY GENERAL DEMOLITION WORK THAT COULD DISTURB THOSE

MATERIALS.

4. DO NOT SCALE DRAWINGS.

5. COORDINATE ALL WORK WITH OTHER CONTRACTORS.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL

VARIANCES FROM INDUSTRIAL CODE RULE 56, WHICH ARE DESIRED

OR NECESSARY TO PERFORM THE WORK.

7. REMOVE ALL ABATED MATERIALS FROM THE WORK AREA AND /OR

BUILDING IN SEALED BAGS, DRUMS OR PLASTIC SHEETING.

8. WHERE INTERIOR ABATEMENT OCCURS, ISOLATE THE WING OR

MAJOR SECTION OF THE BUILDING, FROM OCCUPIED PORTIONS OF

THE BUILDING WITH SEALED ISOLATION BARRIERS CONSTRUCTED

OF NON-COMBUSTIBLE MATERIALS. THE ISOLATED PORTION OF THE

BUILDING MUST CONTAIN EXITS THAT DO NOT PASS THROUGH THE

OCCUPIED PORTION OF THE BUILDING AND VENTILATION SYSTEMS

SHALL BE PHYSICALLY SEPARATED AND SEALED AT THE ISOLATION

BARRIER.

Asbestos Abatement General Notes

1. EACH PRIME CONTRACTOR IS RESPONSIBLE FOR THEIR OWN WORK

WHICH WILL DISTURB LEAD PAINTED OR CONTAINING MATERIALS IN

AN AUXILLARY MANNER. CONTRACTOR RESPONSIBLE FOR

ABATEMENT SHALL BE RESPONSIBLE FOR ALL LEAD WORK

EXPLICITLY INDICATED HEREIN.

2. LEAD BASED PAINT HAS BEEN IDENTIFIED ON THE FOLLOWING

COMPONENTS:

A. xxxxx

3. PERFORM ALL WORK THAT WILL DISTURB LBP IN ACCORDANCE

WITH SECTION 02 83 00 - LEAD-SAFE WORK PRACTICES.

4. WHERE STRIPPING OF LEAD-BASED PAINT IS INDICATED, REMOVE

THE LEAD-BASED PAINT FROM THE IDENTIFIED ITEM AND ADJACENT

SURFACES.

5. WHERE REMOVAL OF A COMPONENT IS INDICATED, REMOVE AND

DISPOSE OF THE ENTIRE COMPONENT AND REMOVE RESIDUAL

PAINT FROM ADJACENT SURFACES.

Lead Safe Work Practices

3/32" = 1'-0"1 Roof Abatement Plan

Date:Drawn By: Drawing Number:

Project No.:

A B

C D

E F

G H

I J

K L

M N

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A B

C D

E F

G H

I J

K L

M N

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

CLEAR SOLUTIONS

complex world

Key Plan N.T.S.

It is a v io la tio n of th e Ed uc at io n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

123174-23001.10 AH100

June 8, 2026

Abatement Plan

TJT

Tompkins County Ithaca, NY

Tompkins County: Public Library Exterior Upgrades Project

Alterations to:

Rev. No.: Date: Description:

SSSS

SS SS SS

W W W

W W

W W W W

W W

XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXX XX

XXXXXXXXXXXXXXX

XXXXXXXXX XX

30 211

28 28

Description:Rev. No.: Date:

Drawing No.:Drawn by:

CLEAR SOLUTIONS

complex world

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

Site Demolition and SESC Plan

LGB

AC100

SCALE:

10' 20' 40'

1" = 20' N

Project No.:

Date:

June 8, 2026

123174-23001.10

Alterations to:

Ithaca, NY Tompkins County

Tompkins County: Public Library

It is a v io la tio n of th e E du ca tio n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

Exterior Upgrades

General Site Notes

1. THESE GENERAL SITE NOTES APPLY TO C-SERIES DRAWINGS.

2. REFER TO SURVEY FOR INFORMATION ON EXISTING FEATURES. IF

EXISTING FEATURES ARE MISSING, MODIFIED, OBSCURED, OR

THERE IS A CONFLICT BETWEEN HOW AN EXISTING FEATURE IS

PORTRAYED ON THIS SHEET AND THE SURVEY, THE SURVEY

SHALL GOVERN.

3. PRIOR TO CONSTRUCTION, LOCATE AND PROMINENTLY MARK THE

PROPERTY LINES IN THE FIELD. PROTECT PROPERTY LINE

MARKING AND MONUMENTS DURING CONSTRUCTION UNTIL FINAL

ACCEPTANCE.

4. THE SURVEY(S) INCLUDED IN THESE DOCUMENTS ARE PROVIDED

FOR INFORMATION ONLY AND ARE THE BASE INFORMATION USED

TO PREPARE THE WORK INDICATED ON THESE DRAWINGS. THE

DATA INDICATED REGARDING EXISTING CONDITIONS IS NOT

INTENDED AS REPRESENTATIONS OR WARRANTIES OF THEIR

ACCURACY. BY INCLUSION OF THE SURVEY(S) IN THIS SET OF

DOCUMENTS, TETRA TECH AND THE OWNER DO NOT ASSUME

RESPONSIBILITY FOR ACCURACY OF THE SURVEY, NOR FOR

INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY

THE CONTRACTOR.

5. THE CONTRACTOR SHALL FIELD VERIFY EXISTING FEATURES,

CONDITIONS, UTILITIES, PROPERTY LINES AND TOPOGRAPHY

PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES

WHICH WILL AFFECT THE WORK REQUIRED AS PART OF THE

CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED IN

WRITING TO THE ARCHITECT. COMMENCEMENT OF WORK

WITHOUT THIS WRITTEN NOTIFICATION SHALL CONSTITUTE

CONTRACTOR ACCEPTANCE OF THE EXISTING INFORMATION

INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTS

TO THE CONTRACT WILL BE MADE FOR THE DISCREPANCIES

BROUGHT TO THE OWNER'S ATTENTION AFTER WORK HAS BEGUN.

6. NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND

UTILITIES ON THIS DRAWING. CONTACT UNDERGROUND UTILITY

LOCATION ORGANIZATION AND LOCAL UTILITY COMPANIES TO

VERIFY THE LOCATION OF UTILITIES PRIOR TO EARTHWORK,

TRENCHING OR EXCAVATION OPERATIONS.

7. CONTRACT LIMIT LINE SHALL BE TEN FEET OUTSIDE OF LIMITS OF

WORK INDICATED ON THESE DRAWINGS AND NOT TO EXTEND

BEYOND THE PROPERTY LINE UNLESS OTHERWISE INDICATED.

8. CONTRACTOR SHALL PROVIDE CONSTRUCTION / PROTECTIVE

FENCING OR OTHER MEANS NECESSARY TO PROTECT WORK AND

TO ENSURE SAFETY OF THE PUBLIC, PEDESTRIANS AND

VEHICULAR TRAFFIC DURING CONSTRUCTION.

9. FOR INFORMATION REGARDING SUBSURFACE CONDITIONS AND

TEST LOCATIONS, COORDINATE WITH OWNER REGARDING THE

AVAILABILITY OF GEOTECHNICAL INFORMATION.

10. AT EDGE OF ALL NEW PAVING MEETING LAWN, REMOVE EXISTING

TURF TO MINIMUM OF 4-FT FROM NEW PAVEMENT EDGE, UNLESS

OTHERWISE NOTED. CUT NEAT REMOVAL LINE AND SCARIFY

EXISTING GRADE. PROVIDE TAMPED TOPSOIL TO BRING EXISTING

GRADE FLUSH WITH NEW PAVING. SLOPE LAWN AWAY FROM

PAVING TO PREVENT PONDING. FINE GRADE, FERTILIZE, SEED

AND MULCH IN ACCORDANCE WITH PROJECT MANUAL.

Site Demolition and SESC Plan

1 SAW CUT EXISTING ASPHALT PAVEMENT, LEAVING NEAT, SMOOTH AND STRAIGHT EDGE (TYPICAL).

2 REMOVE EXISTING ASPHALT AND SUBBASE AS NECESSARY TO ALLOW INSTALLATION OF PROPOSED

IMPROVEMENTS (TYPICAL).

3 EXISTING ASPHALT TO REMAIN, PROTECT. (TYPICAL)

4 SAW CUT EXISTING CONCRETE SIDEWALK AT NEAREST JOINT, LEAVING A NEAT, SMOOTH, AND

STRAIGHT EDGE (TYPICAL).

5 SAW CUT EXISTING CONCRETE CURB SECTION AT NEAREST JOINT, LEAVING A NEAT, SMOOTH, AND

STRAIGHT EDGE (TYPICAL).

6 REMOVE EXISTING GRANITE CURB IN LOCATION SHOWN. PROTECT FROM DAMAGE DURING REMOVAL.

IF IN GOOD SHAPE PROTECT FOR REINSTALL

7 EXISTING CURB TO REMAIN, PROTECT.

8 EXISTING CONCRETE SIDEWALK TO REMAIN, PROTECT.

9 REMOVE EXISTING CONCRETE SIDEWALK AND SUBBASE AS NECESSARY TO ALLOW INSTALLATION OF

PROPOSED IMPROVEMENTS (TYPICAL).

10 REMOVE EXISTING CONCRETE SLAB AND SUBBASE NECESSARY TO ALLOW INSTALLATION OF

PROPOSED IMPROVEMENTS (TYPICAL).

11 REMOVE EXISTING TREE, INCLUDING STUMP, ROOT AND ALL ORGANIC MATTER.

12 EXISTING TREE TO REMAIN, PROTECT. TYPICAL.

13 EXISTING LAWN AREA TO REMAIN - REPAIR AS REQUIRED

14 ALTERNATE 1 - REMOVE EXISTING BRICK PLANTER INCLUDING ALL SOIL AND VEGETATION WITHIN PLANTER. PLANTER FOUNDATION SHOULD REMAIN. SCREEN, AND STOCKPILE TOPSOIL. STOCKPILE

LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE.

15 REMOVE ALL MATERIAL FROM WITHIN PLANTER.

16 OWNER TO REMOVE, PROTECT, STORE AND REINSTALL STATUE AND BASE.

17 EXISTING RETAINING WALL TO REMAIN, PROTECT.

18 EXISTING BUILDING STRUCTURE TO REMAIN, PROTECT. TYPICAL.

19 REMOVE EXISTING HAND RAIL

20 EXISTING SIGNAGE TO REMAIN, PROTECT. TYPICAL.

21 EXISTING UTILITY TO REMAIN, PROTECT. TYPICAL.

22 REMOVE AND PROTECT EXISTING SIGN FOR REINSTALLATION.

23 REMOVE AND DISPOSE OF EXISTING BENCH.

24 EXISTING BIKE RACK TO BE REMOVE AND PROTECTED FOR REINSTALLATION.

25 REMOVE AND PROTECT EXISTING BRICK PAVERS FOR REINSTALLATION. REMOVE SUBBASE AS

NECESSARY TO ALLOW INSTALLATION OF PROPOSED IMPROVEMENTS (TYPICAL).

26 CANOPY TO BE REMOVED AND BE REINSTALLED WITH MODIFICATIONS, REFER TO STRUCTURAL PLANS.

27 REMOVE IVY VINES AND STUMPS TO BELOW GRADE

28 EXISTING TREE PLANTER BOXES AND GRATES TO BE REUSED, PROTECT. TYPICAL.

29 PROVIDE DROP-IN INLET PROTECTION, TYPICAL. SEE TO DETAIL 6 / AC500.

30 REMOVE EXISTING CONCRETE CURB.

31 REMOVE EXISTING PVC PIPE TO BELOW GRADE.

32 REMOVE AND DISPOSE OF EXISTING BIKE RACK.

33 STRIP, SCREEN, AND STOCKPILE TOPSOIL.STOCKPILE LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. REMOVE SUBGRADE AS REQUIRED TO MEET DESIGN GRADES AND ACCOMMODATE NEW WORK. HAND DIG IN VICINITY OF EXISTING BURIED UTILITIES TO AVOID DAMAGE (TYPICAL).

34 EXISTING UTILITY, LOCATE AND V.I.F., HAND DIG IN THIS VICINITY.

1. THESE GENERAL SITE / PREPARATION / DEMOLITION NOTES REFER TO C-SERIES DRAWINGS.

2. THE INTENT OF THIS DRAWING IS TO INDICATE PREPARATORY WORK, REMOVALS AND DEMOLITION NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE REST OF THE CONTRACT DRAWINGS. SOME NOTES ARE GENERAL IN NATURE AND IT SHALL BE UNDERSTOOD THAT IT IS NOT FEASIBLE TO INDICATE EACH AND EVERY SPECIFIC REMOVAL.

SITE PREPARATION / DEMOLITION DRAWINGS SHALL NOT BE USED ALONE, BUT SHALL BE USED IN CONJUNCTION WITH THE OTHER DRAWINGS FOR WORK TO BE REMOVED, REUSED, AND / OR REVISED NOT INDICATED HERE.

3. CONTRACTOR TO MAINTAIN UTILITY SERVICES TO BUILDINGS TO REMAIN. IF UTILITY SERVICES MUST BE INTERRUPTED THE CONTRACTOR SHALL COORDINATE THAT SHUTDOWN TO MINIMIZE IMPACT TO BUILDINGS. SEE PROJECT MANUAL

REGARDING COORDINATION OF DEMOLITION WORK WITH UTILITY COMPANIES.

4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE SITE ACCESS TO PEDESTRIAN, VEHICULAR TRAFFIC, EMERGENCY AND HEALTH SAFETY AGENCIES. IF ACCESS WILL BE COMPROMISED IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AT LEAST ONE WEEK IN ADVANCE WITH THE OWNER'S REPRESENTATIVE AND

HEALTH SAFETY AGENCIES, UNLESS OTHERWISE NOTED IN PROJECT MANUAL.

5. UTILITIES, SIDEWALKS, PAVEMENT, SLABS, FOUNDATIONS, AND MISCELLANEOUS FEATURES NOTED TO BE DEMOLISHED SHALL BE SPOILED OFF-SITE IN A LEGAL MANNER UNLESS OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE.

NO BURNING OF DEBRIS SHALL BE ALLOWED. IMMEDIATELY BACKFILL VOIDS WITH COMPACTED GRANULAR MATERIAL

AS SPECIFIED.

6. WHEN A SITE FEATURE IS INDICATED TO BE REMOVED, THE SITE FEATURE, INCLUDING APPURTENANCES AND FOOTINGS, SHALL BE DISPOSED OF LEGALLY OFF SITE, UNLESS OTHERWISE INDICATED. IMMEDIATELY BACKFILL VOIDS WITH

COMPACTED GRANULAR MATERIALS AS SPECIFIED.

7. WHEN A SITE FEATURE IS INDICATED TO REMAIN, IT SHALL BE PROTECTED AS INDICATED AND / OR SPECIFIED. WHEN DISTURBANCE OCCURS AROUND AN EXISTING FEATURE, THE CONTRACTOR SHALL USE ADDITIONAL PRECAUTIONS

INCLUDING, BUT NOT LIMITED TO HAND DIGGING TO PROTECT THE FEATURE.

8. EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL. PROTECT ALL EXISTING UTILITIES TO

REMAIN.

9. MANHOLES, CATCH BASINS, CLEAN OUTS, VALVE BOXES, FRAMES, COVERS AND GRATES REMAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES.

10. CONTRACTOR IS RESPONSIBLE TO VERIFY GRADES AND UTILITIES SHOWN ON EXISTING CONDITIONS PLAN PRIOR TO START OF WORK. DISCREPANCIES ARE TO BE DOCUMENTED AND SUBMITTED TO THE OWNER'S REPRESENTATIVE AT

THE TIME OF DISCOVERY.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATIONS, INCLUDING, BUT NOT LIMITED TO, UTILITIES, STORM

DRAINAGE, SIGNS, ETC. AS INDICATED ON DESIGN DOCUMENTS.

12. IF EXISTING SITE FEATURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION BY CONTRACTOR, SITE FEATURES

SHALL BE REPAIRED IN-KIND, TYPICAL.

13. CONTRACTOR TO REMOVE OR RELOCATE, WHEN APPLICABLE, ALL CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY SEWER PIPES, POWER POLES, AND GUY WIRES, WATER METERS AND WATER LINES, WELLS, SIDEWALKS, SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS, AND ASPHALT, SHOWN AND NOT SHOWN, WITHIN CONSTRUCTION LIMITS

AND WHERE NEEDED, TO ALLOW FOR NEW CONSTRUCTION AS SHOWN.

14. CONTRACTOR TO NOTIFY OWNERS REPRESENTATIVE IF UNIDENTIFIED UTILITIES ARE ENCOUNTERED INCLUDING, BUT NOT LIMITED TO, STORM SEWER, SANITARY SEWER, TELECOMMUNICATIONS SERVICE, ELECTRICAL SERVICE, GAS SERVICE, WATER SERVICE, IRRIGATION LINES. UTILITIES LINES TO REMAIN UNDISTURBED UNTIL DIRECTED BY OWNERS

REPRESENTATIVE.

15. CONTRACTOR SHALL REQUEST UFPO PRIOR TO START OF ANY WORK. “DIG SAFELY NEW YORK - CALL 811 - BEFORE YOU

DIG”.

Site Preparation/Demolition General Notes

Site Preparation/Demolition & SESC Key Notes

Site Erosion and Sediment Control Notes

1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED IN

ACCORDANCE WITH THE STANDARDS SPECIFIED IN THE NEW YORK STATE STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (BLUE BOOK), LATEST EDITION, AND

WILL BE INSTALLED IN PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION

IS ESTABLISHED.

2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY DAYS AND NOT

SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY

SEEDING. IF THE SEASON PROHIBITS TEMP. SEEDING, THE DISTURBED AREA WILL BE

MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND IN ACCORDANCE WITH NYS DEC

STANDARDS.

3. NYSDEC REGULATIONS REQUIRE THAT DISTURBANCE BE LIMITED TO AREAS LESS THAN

5-ACRES AT ANY ONE TIME.

4. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS

SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW

MULCH OR A SUITABLE EQUIVALENT ACCORDING TO THE NY STANDARDS

5. STABILIZATION SPECIFICATIONS:

A. SOIL AMENDMENTS:

LIME - PROVIDE GROUND LIMESTONE TO PH OF 6.0.

FERTILIZER - 14 LBS/1,000 S.F., 5-10-10 OR EQUIVALENT WORKED INTO SOIL A MINIMUM OF 4".

B. TEMPORARY SEEDING AND MULCHING:

SEED - ANNUAL RYEGRASS 30 LBS/ACRE; PLANT BETWEEN MARCH 1 AND MAY 15 OR

BETWEEN AUGUST 15 AND OCTOBER 1. USE WINTER RYE IF SEEDING IN OCT./NOV.

MULCH - SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 90 LBS/1,000 S.F., TO BE

APPLIED ACCORDING TO THE NY STANDARDS. MULCH SHALL BE SECURED BY WOOD

FIBER MULCH (HYDROMULCH) AT 11-17 LBS./1,000 S.F. WOOD FIBER MULCH MUST BE

APPLIED THROUGH A HYDROSEEDER IMMEDIATELY AFTER MULCHING.

SITE DEMOLITION AND

PREPARATION LEGEND

REMOVE EXISTING ASPHALT PAVEMENT

SECTION AND SUBBASE AS REQUIRED

X REMOVE SITE FEATURE AS INDICATED IN

DEMOLITION KEYNOTES (Specific Feature)

REMOVE EXISTING VEGETATION AND

SOIL AS REQUIRED

REMOVE EXISTING BRICK PAVER

SECTION AND SUBBASE

REMOVE EXISTING CONCRETE PAVEMENT

SECTION AND SUBBASE AS REQUIRED

XXXX

REMOVE SITE FEATURE AS INDICATED IN

DEMOLITION KEYNOTES (Outline of Feature)

C. PERMANENT SEEDING AND MULCHING:

SEED - REFER TO PROJECT MANUAL SPECIFICATIONS FOR SEED TYPE, RATE OF SEEDING AND

SEASON OF SEEDING. RATE AND SEED TYPE ARE TO MEET THE MINIMUM REQUIREMENTS OF

THE NY STANDARDS.

MULCH - REFER TO PROJECT MANUAL SPECIFICATIONS FOR MULCH TYPE, RATE OF APPLICATION, ETC. RATE AND MULCH TYPE ARE TO MEET THE MINIMUM REQUIREMENTS OF THE NY

STANDARDS.

6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUN-OFF

IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.

7. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS.

8. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' OF A FLOODPLAIN, SLOPE, ROADWAY, OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE PROTECTED BY A SILT DAM OR

STRAW BALE DIKE IN ACCORDANCE WITH NY STANDARDS.

9. ALL CATCH BASIN INLETS WILL BE PROTECTED WITH A FABRIC FILTER CRUSHED STONE OR FABRIC

FILTER (FILTER DETAILS APPEAR ON THE PLAN).

10. ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE

POINTS BECOME OPERATIONAL.

11. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.

REMOVE SITE FEATURE AS INDICATED IN

DEMOLITION KEYNOTES (Specific Feature)

AutoCAD SHX Text

EAST GREEN STREET

AutoCAD SHX Text

HH CAYUGA PLACE PROPERTY LLC (R.O.)

AutoCAD SHX Text 2020-00027

AutoCAD SHX Text TAX MAP No. 70-8-10.2

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

CURB CUT

AutoCAD SHX Text

STREET LINE

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text C.O.

AutoCAD SHX Text D.S.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

COVERED AREA

AutoCAD SHX Text E.E.=409.9'

AutoCAD SHX Text E.E.=409.6'

AutoCAD SHX Text E.E.=409.8'

AutoCAD SHX Text E.E.=410.1'

AutoCAD SHX Text

TRASH &

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

BIN

AutoCAD SHX Text

BUS STOP

AutoCAD SHX Text

SHELTER

AutoCAD SHX Text

APPROX. LOCATION

AutoCAD SHX Text

OF ROUND PIERS

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

SCULPTURE

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

AREA

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER WALL

AutoCAD SHX Text

AREA

AutoCAD SHX Text

BIKE RACKS

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CHAIN LINK

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 20"

AutoCAD SHX Text 24"

AutoCAD SHX Text 28"

AutoCAD SHX Text 24"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

PAD

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

RACK

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

AREA

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WALL

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

14' R/W FOR

AutoCAD SHX Text

INGRESS & EGRESS

AutoCAD SHX Text

SEE 833/282

AutoCAD SHX Text

8' R/W FOR

AutoCAD SHX Text

INGRESS & EGRESS

AutoCAD SHX Text

SEE 833/282

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

SHARED IN COMMON

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text No. 131-135

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text No. 101 EAST GREEN STREET

AutoCAD SHX Text

"TOMPKINS COUNTY PUBLIC LIBRARY"

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

STREET LINE

AutoCAD SHX Text

SIX MILE CREEK

AutoCAD SHX Text

ITHACA URBAN RENEWAL AGENCY (R.O.)

AutoCAD SHX Text 446097-001

AutoCAD SHX Text TAX MAP No. 81-2-1

AutoCAD SHX Text

R/W FOR

AutoCAD SHX Text

INGRESS & EGRESS

AutoCAD SHX Text

SEE 479/640

AutoCAD SHX Text

SEE 479/640

AutoCAD SHX Text

INGRESS & EGRESS

AutoCAD SHX Text

R/W FOR

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

BRICK PLANTER

AutoCAD SHX Text

WALL

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

METAL

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text 1.9'±

AutoCAD SHX Text 4.5'±

AutoCAD SHX Text 11.2'±

AutoCAD SHX Text 12.9'±

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

SOUTH CAYUGA STREET

AutoCAD SHX Text

HH CAYUGA LOFTS PROPERTY LLC (R.O.)

AutoCAD SHX Text 2020-00038

AutoCAD SHX Text TAX MAP No. 81-2-4

AutoCAD SHX Text

"PARKING GARAGE"

AutoCAD SHX Text

VAULTS

AutoCAD SHX Text

SEE EASEMENT

AutoCAD SHX Text IN INSTR. No. 2020-00038

AutoCAD SHX Text

ITHACA URBAN RENEWAL AGENCY (R.O.)

AutoCAD SHX Text TAX MAP No. 81-2-3

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text No. 217

AutoCAD SHX Text

*BENCHMARK*

AutoCAD SHX Text

TOP OF HYDRANT SPINDLE

AutoCAD SHX Text

ELEVATION=411.64'

AutoCAD SHX Text 407.5'

AutoCAD SHX Text 409.0'

AutoCAD SHX Text 408.0'

AutoCAD SHX Text 408.5'

AutoCAD SHX Text 409.5'

AutoCAD SHX Text 410.5'

AutoCAD SHX Text 409.5'

AutoCAD SHX Text 409.0'

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text 1" = 20'

G ooooooooo o o o o o o o o o o o

1 3

58'

11'-9"

87'

75'

64'

29'

66'

51' 73'

21'

4'-9"

28'

10' 12'-6"

39'

29'-6" 5'

7'-6"

Description:Rev. No.: Date:

Drawing No.:Drawn by:

CLEAR SOLUTIONS

complex world

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

Site Layout and Planting Plan

LGB

AC120

General Site Notes

1. REFER TO DRAWING AC100 FOR GENERAL SITE NOTES THAT APPLY

TO ALL C-SERIES DRAWINGS.

Site Layout and Planting Plan

# Site Layout Keynotes

Site Layout Legend

CONCRETE PAVING

ASPHALT PAVING - AUTO DUTY

GRANITE CURB

CONCRETE WALK

TOPSOIL, LAWN SEEDING & MULCHING

1 SMOOTH TRANSITION FROM PROPOSED SURFACE TO ADJACENT

EXISTING SURFACE, TYPICAL.

2 AUTO DUTY ASPHALT PAVING. SEE DETAIL 1 / AC500.

3 NEW ASPHALT PAVING AT EXISTING ASPHALT (TYPICAL). SEE

DETAIL 2 / AC500.

4 CONCRETE SIDEWALK. SEE DETAILS 3 AND 5 / AC500.

5 NEW CONCRETE SIDEWALK AT EXISTING CONCRETE SIDEWALK.

SEE DETAIL 4 / AC500.

6 EXPANSION JOINT AT EXISTING SLAB. SEE DETAIL 10 / AC500.

7 EXPANSION JOINT AT NEW SLAB. SEE DETAIL 11 / AC500.

8 CONCRETE APRON AROUND EXISTING / NEW STORM INLET IN

ASPHALT PAVEMENT (TYPICAL). SEE DETAIL 17 / AC500.

9 CONCRETE SLAB. SEE STRUCTURAL DETAILS.

10 GRANITE CURB AT NEW CONCRETE SIDEWALK. SEE DETAIL 7 /

AC500.

11 ACCESSIBLE RAMP WITH DETECTABLE WARNING SURFACE AND

DROP CURB. SEE DETAIL 13 / C500

12 DROP CURB. SEE DETAIL 16 / AC500

13 TOP DRESS - PROVIDE 2-INCHES OF AMENDED TOPSOIL, FINE

GRADE, SEED, FERTILIZE AND MULCH. LEAVE NEAT SMOOTH

EDGE, TYPICAL.

14 PROVIDE 3" OF ENGINEER WOOD FIBER.

15 STAINLESS STEEL BENCH WITHOUT BACK. SEE PROJECT

MANUAL SECTION 12 93 00 - SITE FURNISHING.

16 BRICK PAVERS ON CONCRETE. SEE DETAIL 12 / AC500 AND

PROJECT MANUAL SECTION 31 14 00.

17 PROVIDE JAPANESE ZELKOVA, SEE PROJECT MANUAL 32 93 00.

REUSE EXISTING GRATE.

18 PROVIDE HAND RAILS, REBUILD EXISTING SIDE MOUNT AND WALL

MOUNT, SEE DETAIL 21/ AC500 SEE PROJECT MANUAL 05 52 13

TUBE RAILINGS.

19 ASPHALT PAVING PATCH AT CURB. SEE DETAILS 8, AND 9 / AC500.

20 ALTERNATE NO. 1: CAST IN PLACE PLANTER BRICK AND PRECAST

CONCRETE CAP. SEE DETAIL 19 / AC500. REFER TO 04 01 20.91

MASONRY RESTORATION SPEC AND 03 45 00 PRECAST

CONCRETE PROJECT MANUAL

21 REINSTALL BIKE RACK.

22 REINSTALL SIGNAGE. SEE DETAIL 20 / AC500.

23 PRUNE TREE.

24 PROVIDE RED-OSIER DOGWOOD. SEE PROJECT MANUAL 32 93 00.

25 PROVIDE ANTHONY WATERER SPIREA. SEE PROJECT MANUAL 32

93 00.

26 STAINLESS STEEL BIKE RACK. SEE PROJECT MANUAL SECTION

12 93 00 - SITE FURNISHING.

27 PATCH EXISTING CAPSTONE CRACKS, VOIDS, AND CHIPPED OR

MISSING AREAS WITH COMPATIBLE CONCRETE REPAIR MORTAR.

MATCH ADJACENT SURFACES, PROFILES, AND FINISHES.

SCALE:

10' 20' 40'

1" = 20' N

1. LAYOUT DIMENSIONS GIVEN ARE FROM FACE OF BUILDING (FOB),

FACE OF CURB (F.O.C.), CENTER LINE (CL) AND EDGE OF

PAVEMENTS UNLESS OTHERWISE NOTED.

2. OBJECTS ARE PARALLEL OR PERPENDICULAR TO EACH OTHER

UNLESS OTHERWISE NOTED.

3. PAINTED TRAFFIC MARKINGS AND TRAFFIC SIGNS TO COMPLY

WITH THE LATEST EDITION OF THE NYSDOT MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES AND LOCAL

REQUIREMENTS.

4. VERIFY DIMENSIONS IN FIELD WITH OWNER'S REPRESENTATIVE

ANY DIMENSIONS NOTED AS "V.I.F."

5. AT EDGE OF NEW PAVING MEETING LAWN: ADD TOPSOIL ALONG

EDGE OF NEW PAVING TO BRING ADJACENT GRADE FLUSH WITH

EDGE OF NEW PAVING AT MAXIMUM 3% SLOPE. CUT NEAT LINE

IN EXISTING LAWN AT NEW TOPSOIL LIMIT LINE. REFER TO

PROJECT MANUAL SIDEWALK AND ASPHALT PAVEMENT

SECTIONS FOR ADDITIONAL REQUIREMENTS.

6. SCORE CONCRETE SIDEWALKS AT 5-FT SQUARE UNLESS

OTHERWISE NOTED.

Site Layout Notes

BUILDING ADDITION OVERHANG

Project No.:

Date:

June 8, 2026

123174-23001.10

Alterations to:

Ithaca, NY Tompkins County

Tompkins County: Public Library

It is a v io la tio n of th e E du ca tio n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

Exterior Upgrades

Planting Notes

1. CONTRACTOR IS RESPONSIBLE FOR COMPLETE COVERAGE OF

PLANTING BEDS AT SPACING SHOWN.

2. PROPOSED PLANTING MATERIALS ARE SUBJECT TO THE

APPROVAL OF THE ARCHITECT BEFORE, DURING AND AFTER

INSTALLATION.

3. PLANT MATERIALS TO BE COMMERCIALLY GROWN AND BUD

HARDY WITHIN USDA HARDINESS ZONE OF THE PROJECT.

4. PLANTING AREAS MUST BE NEATLY CUT OR EDGED AT BED LINE

AND COMPLETELY MULCHED WITHIN BEDLINE WITH 3"

CONTINUOUS SETTLED DEPTH OF MULCH SPECIFIED.

5. STAKE LOCATIONS OF INDIVIDUAL TREES, SHRUBS AND PLANT

BEDLINES. NOTIFY ARCHITECT A MINIMUM OF ONE WEEK PRIOR

TO PLANTING. STAKED LOCATIONS TO BE APPROVED BY

ARCHITECT PRIOR TO INSTALLATION, EXCAVATION OF PITS OR

PREPARATION OF BEDS.

6. IF LOCATION OF TREES ARE SHOWN WITH ROOT BALL WITHIN

FIVE FEET OF UNDERGROUND UTILITIES, TREES ARE WITHIN

TWENTY FEET OF OVERHEAD WIRES OR OTHER OBSTRUCTION IS

ENCOUNTERED, INFORM ARCHITECT AND DO NOT PROCEED WITH

PLANTING UNTIL ARCHITECT APPROVES LOCATION

ADJUSTMENTS.

7. LEGIBLY TAG PLANTS WITH NOMENCLATURE FROM

"STANDARDIZED PLANT NAMES" LISTING BY AMERICAN JOINT

COMMITTEE OF HORTICULTURE. RETAIN TAGS ON PLANT

MATERIALS AND SHIPPING RECEIPTS FOR ARCHITECT REVIEW.

TAGS TO BE REMOVED ONLY AFTER ARCHITECT'S FINAL REVIEW

OF PLANT MATERIALS. PLANT MATERIALS TO BE TRUE TO NAME,

FORM, SIZE AND LOCATION INDICATED ON DRAWINGS AND

SPECIFIED.

8. FULLY MAINTAIN PLANTING AND LAWN AREAS INCLUDING, BUT

NOT LIMITED TO: STAKING, WATERING, SPRAYING, PRUNING,

MULCHING AND FERTILIZING UNTIL THE PROJECT IS FINAL

REVIEWED AND ACCEPTED BY ARCHITECT.

9. PLANT MATERIAL WHICH DIES, TURNS BROWN, DEFOLIATES OR IS

DEEMED UNSATISFACTORY BY ARCHITECT PRIOR TO

ACCEPTANCE OF THE WORK SHALL BE PROMPTLY REMOVED

FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME

SPECIES, QUANTITY AND SIZE UNLESS A SUBSTITUTION IS

APPROVED BY THE ARCHITECT.

10. B&B AND CONTAINER PLANTS WITH LOOSE OR CRACKED

ROOTBALLS WILL NOT BE ACCEPTED.

11. REFER TO PLANTS SPECIFICATION FOR INFORMATION

REGARDING PLANT SOIL REQUIREMENTS.

12. CONTRACTOR SHALL CAREFULLY ROOT PRUNE, BALL AND

BURLAP AND TEMPORARILY HEEL-IN PLANT MATERIAL TO BE

RELOCATED USING GOOD HORTICULTURAL PRACTICES. PLANTS

MUST BE PLACED IN A PROTECTED AREA APPROVED BY THE

ARCHITECT , WATERED DAILY DURING SUMMER MONTHS AND

INSTALLED AT NEW LOCATIONS SHOWN ON DRAWINGS AS SOON

AS CONSTRUCTION WILL PERMIT.PLANTING SCHEDULE:

BOTANICAL NAME QTY REMARKSSYMBOL ROOTSPACINGCALIPERCOMMON NAME HEIGHT

AutoCAD SHX Text

EAST GREEN STREET

AutoCAD SHX Text

HH CAYUGA PLACE PROPERTY LLC (R.O.)

AutoCAD SHX Text 2020-00027

AutoCAD SHX Text TAX MAP No. 70-8-10.2

AutoCAD SHX Text C.O.

AutoCAD SHX Text D.S.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text E.E.=409.9'

AutoCAD SHX Text E.E.=409.6'

AutoCAD SHX Text E.E.=409.8'

AutoCAD SHX Text E.E.=410.1'

AutoCAD SHX Text 10"

AutoCAD SHX Text 20"

AutoCAD SHX Text 24"

AutoCAD SHX Text 28"

AutoCAD SHX Text 24"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text 12"

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

SAPLING

AutoCAD SHX Text

SIX MILE CREEK

AutoCAD SHX Text

ITHACA URBAN RENEWAL AGENCY (R.O.)

AutoCAD SHX Text 446097-001

AutoCAD SHX Text TAX MAP No. 81-2-1

AutoCAD SHX Text

SOUTH CAYUGA STREET

AutoCAD SHX Text

HH CAYUGA LOFTS PROPERTY LLC (R.O.)

AutoCAD SHX Text 2020-00038

AutoCAD SHX Text TAX MAP No. 81-2-4

AutoCAD SHX Text

ITHACA URBAN RENEWAL AGENCY (R.O.)

AutoCAD SHX Text TAX MAP No. 81-2-3

AutoCAD SHX Text

*BENCHMARK*

AutoCAD SHX Text

TOP OF HYDRANT SPINDLE

AutoCAD SHX Text

ELEVATION=411.64'

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text Zelkova Serrata

AutoCAD SHX Text as shown

AutoCAD SHX Text

AutoCAD SHX Text 2.5" - 3"

AutoCAD SHX Text Symmetrical; Uniform

AutoCAD SHX Text B&B

AutoCAD SHX Text Cornus Sericea

AutoCAD SHX Text as shown

AutoCAD SHX Text

AutoCAD SHX Text Symmetrical; Uniform

AutoCAD SHX Text

3 GAL. CONT

AutoCAD SHX Text Japanese Zelkova

AutoCAD SHX Text Red-Osier Dogwood

AutoCAD SHX Text

3 GAL. CONT

AutoCAD SHX Text Symmetrical; Uniform

AutoCAD SHX Text 2' - 3'

AutoCAD SHX Text

AutoCAD SHX Text 2' - 3'

AutoCAD SHX Text as shown

AutoCAD SHX Text Japanese Spirea

Spiraea Japonica Anothony Waterer

SSSS

SS SS SS

W W W

W W

W W W W

W W

410.10

410.23

410.33

MATCH

MATCH +

409.25TC

408.75BC

408.83TC

408.33BC

408.22TC

407.72BC

407.50TC

407.00BC

MATCH

MATCHTC

405.89BC

409.63

408.15

409408407

407.30RIM

407.50RIM

410.10

410.00

410.10

408.62

+ 407.55

408.08TC

407.58BC

408.50TC

408.00BC

408.33TC

407.83BC

408.30

407.77TC

407.77BC

408.16

409.70 TC

409.70 BC

409.80 TC

409.80 BC

410.00 TC

409.58 BC

410.10

410.16 TC

409.83 BC

410.40

BWMATCH

408.40

BW MATCH

408.96

BW MATCH

408.43

BW MATCH

408.27

BW MATCH

410.92

409.85

409.92

409.92 TC

409.42 BC

+ 409.25 TC

409.25 BC

+ 409.33 TC

409.33 BC

409.65TC

409.40BC

410.47

410.42

410.08

409.83

+409.33

+409.83

+409.33

409.25 TC

409.25 BC

409.25 TC

409.25 BC

409.75 TC

409.25 BC

409.75 TC

409.25 BC

409.75 RIM

407.42 RIM

409.75 TC

409.25 BC

+409.83

+409.85

410.04

409.83TC

409.83BC

MATCH

409.83 +

409.75TC

409.50BC

409.67 TC

MATCH BC

408.28

409.04

407.83

409 + 407.50

407.50

+ 407.50

409.75TC

409.25BC

409.83

409.83TC

409.60BC

410.10 ooooooooo o o o o o o o o o o o

11 12

13 15

Description:Rev. No.: Date:

Drawing No.:Drawn by:

CLEAR SOLUTIONS

complex world

Tetra Tech Engineers, Architects & Landscape Architects, P.C.

Site Utility and Grading Plan

LGB

AC130

SCALE:

10' 20' 40'

1" = 20' N

Project No.:

Date:

June 8, 2026

123174-23001.10

Alterations to:

Ithaca, NY Tompkins County

Tompkins County: Public Library

It is a v io la tio n of th e E du ca tio n

La w o f t he S ta te o f N ew Y or k fo r a ny p er so n to a lte r o r m od ify th is d oc um en t i n an y w ay u nl es s ac tin g un de r t he d ire ct io n of a li ce ns ed a rc hi te ct

Exterior Upgrades

General Site Notes

1. REFER TO DRAWING AC100 FOR GENERAL SITE NOTES THAT

APPLY TO ALL C-SERIES DRAWINGS.

Site Utility and Grading Plan

SEE PROJECT MANUAL

REGARDING COORDINATION WITH UTILITY COMPANIES

General Utility Plan Notes

GRADING KEY

TOP OF CURB

BOTTOM OF CURB

SPOT ELEVATION

1. ALL FILL MATERIALS, INCLUDING ON-SITE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 6, 2026.