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19108PROJECT INFORMATION BLOCK

JOB #DRAWN BY:CHECKED BY:

SHEET TITLE

SHEET NUMBER

ISSUE DATE DESCRIPTION

ARCHITECT/ ENGINEER OF RECORD

SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM

06/11/2020 ISSUE FOR APPROVAL

COVER SHEET

A0.1

SAWMILL6515 SAWMILL ROAD

DUBLIN, OH 43017.

OWNER & CONSULTANTS

ABBREVIATIONSGENERAL ABBREVIATIONS

A ANNEALEDAC AIR CONDITIONINGACT ACOUSTIC CEILING TILEAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITAL ALUMINUMASPH ASPHALTCJ CONTROL JOINTCLNG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCPT CARPETCT CERAMIC TILECL CENTERLINEDBL DOUBLEDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDN DOWNDS DOWNSPOUTEA EACHEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATIONEQ EQUALEXIST EXISTINGFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORF&I FURNISHED AND INSTALLEDFR FIRE RATEDFRP FIBERGLASS REINFORCED PLASTICGALV GALVANIZEDGYP BD GYPSUM BOARDHC HANDICAPHDW HARDWAREHM HOLLOW METALHVAC HEATING,VENTILATION, AIR

CONDITIONINGHT HEIGHTINSUL INSULATIONMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMO MASONRY OPENINGMR MOISTURE RESISTANTMTL METALNA NOT APPLICABLENIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALEOC ON CENTEROPP OPPOSITEPF PRE-FABRICATEDPSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATEDPTD PAINTED

QT QUARRY TILER RADIUSREBAR REINFORCING BARREF REFERENCEREQ'D REQUIREDRO ROUGH OPENINGSB SPLASHBLOCKSIM SIMILARSPEC SPECIFICATIONSS STAINLESS STEELSTL STEELSTOR STORAGESUSP SUSPENDEDT TEMPEREDTYP TYPICALUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVERT VERTICALWD WOODWP WATERPROOFWWF WELDED WIRE FABRIC

CHASE ABBREVIATIONS

AB ACCESS BAR (FORMERLY 'BLD')ABCM ASSISTANT BANKING CENTER MANAGERAHD AFTER-HOUR DEPOSITORYATM, eATM AUTOMATED TELLER MACHINEBCM BANKING CENTER MANAGERBFW BRAND FOCAL WALLBRG BULLET-RESISTANT GLASSCAT CUSTOMER ACCESS TABLECCR CUSTOMER CONFERENCE ROOMCPC CHASE PRIVATE CLIENTCR CASH RECYCLERCSC CUSTOMER SERVICE CENTERDAB DIGITAL ACCESS BARDU DRIVE-UPEBDU EXPRESS BANKING DRIVE-UPFAB FULL ACCESS BAR (FORMERLY 'AB')HUB HOLD-UP BUTTONLAB LITE ACCESS BARLTOS LEAD TELLER OPERATIONS SPECIALISTMFD MULTI-FUNCTIONAL DEVICEMM MASS MARKETPB PERSONAL BANKERPCA PRIVATE CLIENT ADVISORPCB PROVATE CLIENT BANKERPCIA PRIVATE CLIENT INVESTMENT ADVISORPR PACKAGE RECEIVERRG REACH GUARDSCCR SMALL CUSTOMER CONFERENCE ROOMSDB SAFE DEPOSIT BOXTCD TELLER CASH DISPENSERTCC TABLET CHARGING CABINETVAT VACUUM AIR TUBE

OWNER:

JP MORGAN CHASE BANK, N.A.RETAIL REAL ESTATE10 S. DEARBORN ST.15TH FLOORCHICAGO, ILLINOIS 60603

CONTACT: JANE HEALYPHONE: 312-325-3320JANE.E. [email protected]

CIVIL ENGINEER/LANDSCAPE ARCHITECT:

KIMLEY-HORNCONTACT: DERIK LEARYPHONE: [email protected]

JURISDICTION: CITY OF DUBLIN, OHIOAPPLICABLE CODES

BUILDING CODE: 2017 OHIO BUILDING CODECITY OF DUBLIN ORDINANCES

ELECTRICAL CODE: 2017 NATIONAL ELECTRICALCODE

PLUMBING CODES: 2017 OHIO PLUMBING CODE

MECHANICAL CODE: 2017 OHIO MECHANICAL

ACCESSIBILITY CODE: 2010 ADA STANDARDS

ENERGY CODE: OHIO ENERGY CODE

FIRE CODE: 2015 MINNESOTA FIRE CODE

MUNICIPAL CODE: CODE OF ORDINANCES OFTHE CITY OF DUBLIN, OHIO

ZONING CODE: CITY OF DUBLIN ORDINANCES

CODE INFORMATION

ARCHITECT OF RECORD:

THE ARCHITECTS PARTNERSHIP200 SOUTH MICHIGAN AVENUESUITE 1020CHICAGO, ILLINOIS 60604

JOHN M. HALLERANOHIO LICENSE NO. 1717068, EXP. 12/31/21

CONTACT: TIMOTHY MESECK, 312-583-9800, [email protected]

N

LANDSCAPE:

FARIS PLANNING & DESIGN, LLC.CONTACT: TODD FARISPHONE: [email protected]

SHEET INDEXISSUE DATES

06/1

1/20

GENERAL

A0.1 COVER

A0.2 GENERAL NOTES

A0.3 ACCESSILITY REQUIREMENTS

A0.4 CODE INFORMATION

A0.5 ARCHITECTURAL SITE PLAN

A0.6 EXISTING CONDITIONS

A0.7 PEDESTRIAN CIRCULATION PATERN

A0.8 VEHICULAR CIRCULATION PATTERN

CIVIL

C0.0 TITLE SHEET

C0.1 SITE SURVEY

C0.2 SITE SURVEY

C1.0 GENERAL NOTES

C2.0 DEMOLITION PLAN

C3.0 SITE PLAN

C3.1 PARKING PLAN

C4.0 EROSION CONTROL PLAN

C4.1 EROSION CONTROL DETAILS

C5.0 GRADING PLAN

C5.1 STORMWATER MANAGEMENT PLAN

C5.2 UNDERGROUND DETENTION DETAILS



C6.0 UTILITY PLAN

C6.1 STORM PROFILES

C7.0 CONSTRUCTION DETAILS

LANDSCAPE

L-1.0 OVERALL LANDSCAPE PLAN

L-1.1 BUILDING LANDSCAPE ENLARGEMENT

L-2.0 TREE PRESERVATION / REMOVAL PLAN

ELECTRICAL

E1.0 PHOTOMETRIC CALCULATIONS

E1.1 PHOTOMETRIC CALCULATIONS - CUT SHEETS

ARCHITECTURAL

A1.1 FLOOR PLAN

A1.3 ROOF PLAN

A2.1 EXTERIOR ELEVATIONS

A2.2 EXTERIOR ELEVATIONS

A2.3 ATM CANOPY ELEVATIONS

A4.1.1 BUILDING SECTIONS

A4.1.2 BUILDING SECTIONS

A4.2.1 WALL SECTIONS

SYMBOLS

GRID BUBBLE

BUILDING SECTION TAG

EXTERIOR ELEVATION TAG

WALL SECTION TAG

DETAIL TAG

DOOR TAG

PLAN DETAIL TAG

ROOM TAG

WINDOW TAG

INTERIOR ELEVATION TAG

REVISION NUMBER

ELEVATION DATUM TAG

FINISH TAG

KEYNOTE

EQUIPMENT TAG

CONSTRUCTION TYPE

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0'-0"ELEVATION

PHOTOMETRIC CALCULATIONS:

FSGCONTACT: ELIZABETH FERGUSONPHONE: [email protected]

PROJECT LOCATION

BANKER DRIVE

SAW

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VECINITY MAP

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GENERAL NOTES

A0.2

GENERAL NOTES

CATEGORIES

A. GENERAL NOTESB. FIRE AND THERMALC. EXITD. DRAWINGS/ DIMENSIONINGE. GC RESPONSIBILITIESF. GC RESPONSIBILITIES TURN OVERG. SITEH. CARPENTRYI. ACCESSIBILITY NOTESJ. FIRE DEPARTMENTK. DEMOLITION NOTESL. MISCELLANEOUS

A. GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THESITE AND FAMILIARIZING HIMSELF WITH EXISTINGCONDITION PRIOR TO THE SUBMISSION OF BID.ON-SITE CONDITIONS THAT DIFFER FROM CONTRACTDOCUMENTS ARE TO BE INDICATED TO THEARCHITECT IMMEDIATELY.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCEWITH THE BUILDING CODE FOR THE MUNICIPALITYTHAT THE WORK IS BEING COMPLETED. THE G.C. SHALLOBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONSREQUIRED.

3. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZINGHIMSELF WITH ALL ASPECTS OF THE WORK CONTAINEDWITHIN THESE DOCUMENTS. THESE DOCUMENTSINDICATE THE FINISH DESIGN INTENT FOR COMPLETIONOF THIS PROJECT. ALL MEANS AND METHODSINCLUDING ANY ADDITIONAL REQUIRED MATERIALS,REINFORCEMENT AND ANCHORAGE SHALL REMAINTHE RESPONSIBILITY OF THE G.C. AND THEIRDESIGNATED SUBCONTRACTOR. IF DISCREPANCIESEXIST WITHIN THE CONTRACT DOCUMENTS, THE G.C.SHALL BUDGET THE PROJECT TO INCLUDE THE MOREEXPENSIVE OPTION. DISCREPANCIES WITHIN THECONTRACT DOCUMENTS SHALL BE INDICATED TO THEARCHITECT IMMEDIATELY.

4. THE DRAWINGS INDICATE THE AREA OF THECONTRACT. ADJACENT AREAS NOT IN THE CONTRACTARE TO BE PROTECTED FROM DAMAGE DURINGCONSTRUCTION WORK. THE OWNER WILL PROVIDEWORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATECONTRACT. INCLUDE SCHEDULE REQUIREMENTS INCONSTRUCTION PROGRESS SCHEDULE ANDCOORDINATE TO ASSURE ORDERLY SEQUENCE OFINSTALLATION.

5. THE ARCHITECT OR OWNER SHALL HAVE THE RIGHT ATANY TIME TO REQUIRE ALTERATIONS, ADDITIONS TOAND DEDUCTIONS FROM THE WORK SHOWN ON THEDRAWINGS OR DESCRIBED IN THE SPECIFICATIONS.ALL SUCH ITEMS WILL BE COVERED BY A REVISION ONTHE DRAWINGS OR AN ADDENDUM TO THE JOB PLANSAND SPECIFICATIONS, WRITTEN JOB ORDER AND/ORSUPPLEMENT TO THE CONTRACT ISSUED BY THEARCHITECT. THE CONTRACTOR SHALL COMPUTE THEVALUE OF THE WORK AND SUBMIT A PROPOSAL FORAPPROVAL BY THE ARCHITECT AND THE OWNER IN THECASE OF A REVISION, ADDENDUM OR BULLETIN, THECONTRACTOR SHALL NOT PROCEED WITH THECHANGES WITHOUT AN AUTHORIZED JOB ORDER ORSUPPLEMENT TO THE CONTRACT.

6. THE CONTRACTOR WITHOUT EXTRA CHARGE SHALLMAKE SLIGHT ALTERATIONS, CUTTING, FITTING ORPATCHING OF their WORK AS MAY BE NECESSARY TOMAKE ADJUSTABLE PARTS FIT TO FIXED PARTS, LEAVINGALL COMPLETE AND IN PROPER SHAPE WHENCOMPLETED. IT SHALL BE THE DUTY OF THECONTRACTOR TO VERIFY ALL DIMENSIONS GIVEN ONTHE CONTRACT DOCUMENTS AND TO REPORT ANYERROR OR INCONSISTENCY TO THE ARCHITECT BEFORECOMMENCING THE WORK

7. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THEMEANS, METHODS, TECHNIQUES, SEQUENCES ORPROCEDURES OF CONSTRUCTION SELECTED BYCONTRACTOR.

8. THE CONTRACTOR WILL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS OF THE JOB SITEINCLUDING SAFETY OF ALL PERSONS AND PROPERTYDURING PERFORMANCE OF THE WORK. THISREQUIREMENT WILL APPLY CONTINUOUSLY AND NOTBE LIMITED TO NORMAL WORKING HOURS. WHEN ONSITE, THE ENGINEER IS RESPONSIBLE FOR THEIR OWNSAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETYOF OTHER PERSONNEL OR SAFETY CONDITIONS AT THESITE.

9. CONTRACTOR TO VERIFY ALL DIMENSIONS ANDINFORMATION IN THESE DRAWINGS, CONTRACTOR ISTO COMPLY WITH ALL EXISTING CONDITIONS,INCLUDING BUILDINGS, SITE CONDITIONS AND SOILBEARING PRESSURE. ALL ERRORS, OMISSIONS ANDINCONSISTENCIES ARE TO BE REPORTED TO THEARCHITECT BEFORE PROCEEDING WITH THE WORK.FAILURE TO DO SO WILL RELEASE THE ARCHITECT &ENGINEERS OF ANY RESPONSIBILITY. ANY CHANGEFROM THESE DOCUMENTS ARE THE RESPONSIBILITY OFTHE CONTRACTOR.

10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FORREPLACING ANY ITEMS DAMAGED DURINGCONSTRUCTION.

11.GENERAL CONTRACTOR SHALL PERFORM A VISUALINSPECTION OF CONDITIONS OF ADJACENT OWNER'SSPACES & PROVIDE PHOTO AND VIDEODOCUMENTATION OF EXISTING CONDITIONS FORVERIFICATION OF ANY DAMAGE CLAIMS BYADJACENT OWNER BEFORE, DURING, AND AFTERWORK HAS BEEN COMPLETED.

12.GENERAL CONTRACTOR AND THEIR RESPECTIVESUBCONTRACTORS TO VERIFY ADEQUACY OFEXISTING WORK PRIOR TO COMMENCING WORK ONSITE. ANY ISSUES WITH EXISTING WORK SHALL BEDOCUMENTED IMMEDIATELY AND FORWARDED TOTHE ARCHITECT/ENGINEER BEFORE PROCEEDING.FAILURE TO DO SO WILL RELEASE ARCHITECT &ENGINEERS OF ANY RESPONSIBILITY.

13. THE CONSTRUCTION NOTES AND DRAWINGS ARESUPPLIED TO ILLUSTRATE THE DESIGN AND GENERALTYPE OF CONSTRUCTION DESIRED AND ARE INTENDEDTO IMPLY THE FINEST QUALITY OF CONSTRUCTIONMATERIAL AND WORKMANSHIP THROUGHOUT.

14.G.C. IS RESPONSIBLE TO OBTAIN ALL NECESSARYPERMITS FOR SIDEWALK & STREET CLOSURES. TOPROVIDE TEMPORARY WALKWAYS W/ ALL NECESSARYPEDESTRIAN & VEHICULAR BARRICADES ANDPROTECTION TO FACILITATE BOTH PEDESTRIAN ANDVEHICULAR INGRESS, EGRESS & CIRCULATION DURINGBUSINESS HOURS. INCLUDE ANY REQUIREDPEDESTRIAN/TRAFFIC SIGNAGE, SIGNALING ANDPAVEMENT MARKINGS AS NECESSARY.

15.BEFORE COMMENCING EACH PORTION OF THEWORK, THE CONTRACTOR SHALL CAREFULLY STUDYAND COMPARE THE VARIOUSDRAWINGS,SPECIFICATIONS, AND OTHER CONTRACTDOCUMENTS RELATIVE TO THAT PORTION OF THEWORK, AS WELL AS ANY INFORMATION FURNISHED BYTHE OWNER. THE CONTRACTOR SHALL TAKE FIELDMEASUREMENTS OF ANY EXISTING CONDITIONSRELATED TO THAT PORTION OF THE WORK AND SHALLTAKE NOTE OF ANY CONDITIONS AT THE SITEAFFECTING IT. ANY ERRORS, INCONSISTENCIES OROMISSIONS DISCOVERED BY THE CONTRACTOR SHALLBE REPORTED PROMPTLY TO THE ARCHITECT AS AREQUEST FOR INFORMATION IN SUCH FORM AS THEARCHITECT MAY REQUIRE.

B. FIRE / THERMAL:

1. IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS ALLINTERIOR FINISHES SHALL BE CLASS A, FLAME SPREADRATING 0 TO 25, SMOKE DEVELOPED 450 OR BETTER.

2. IN CORRIDORS ALL INTERIOR FINISHES SHALL BE CLASSB, FLAME SPREAD RATING 26 TO 75, SMOKEDEVELOPED 450 OR BETTER.

3. IN ROOMS AND ENCLOSED SPACES ALL INTERIORFINISHES SHALL BE CLASS C, FLAME SPREAD RATING 76TO 200, SMOKE DEVELOPED 450 OR BETTER.

4. ALL FLOOR COVERINGS SHALL HAVE A CRITICALRADIANT FLUX CLASS "II".

5. ALL WOOD USED FOR ANY PURPOSE OTHER THAN FORDECORATIVE FINISHES SHALL BE FIRE RETARDANTTREATED WOOD. ALL WOOD USED FOR TRUSSES, WALLCONSTRUCTION, SHEATHING, BLOCKING, SUPPORTS,ETC., SHALL BE FIRE RETARDANT TREATED WOOD.

6. ALL PARTITIONS AND WALLS ARE DIMENSIONED TOTHEIR RESPECTIVE FACES, INCLUSIVE OF ALL FINISHES,UNLESS OTHERWISE INDICATED.

7. GENERAL CONTRACTOR SHALL SEAL ALL GAPS INSHEATHING, AROUND ALL WINDOW AND DOORROUGH OPENINGS, GAPS LESS THAN 3" BETWEENSTUDS TO BE FILLED COMPLETELY WITH EXPANDINGFOAMS WHERE THEY CANNOT BE PROPERLYINSULATED OR CAULKED TO MEET THE AIRINFILTRATION REQUIREMENTS OF THE CODE.

8. OPENINGS AND PENETRATIONS IN THE BUILDINGENVELOPE SHALL BE SEALED WITH CAULKINGMATERIALS OR CLOSED WITH GASKETING SYSTEMSCOMPATIBLE WITH THE CONSTRUCTION MATERIALSAND LOCATION. JOINTS AND SEAMS SHALL BE SEALEDIN THE SAME MANNER OR TAPED OR COVERED WITHA MOISTURE VAPOR-PERMEABLE WRAPPINGMATERIAL. SEALING MATERIALS SPANNING JOINTSBETWEEN CONSTRUCTION MATERIALS SHALL ALLOWFOR EXPANSION AND CONTRACTION OF THECONSTRUCTION MATERIALS.

9. WHEREVER VENTS OCCUR, PROVIDE BAFFLES TODEFLECT INCOMING AIR ABOVE THE INSULATION.

10. ALL JOINTS AND PENETRATIONS ARE TO BE CAULKED,GASKETED, WEATHER-STRIPPED, FIRE STOPPED, OROTHERWISE SEALED TO MATCH FIRE RATING OFPARTITION

11. ALL PENETRATIONS OF THROUGH RATED FLOOR,WALL OR CEILING ASSEMBLIES SHALL BE PACKED ANDSEALED AROUND WITH NON-COMBUSTIBLE, UL TESTEDMATERIAL EQUAL TO THE REQUIRED FIRE RATING OFTHE ASSEMBLY.

12. ALL CONCEALED INSULATION SHALL HAVE A FLAMESPREAD RATING OF 75 OR LESS AND A SMOKEDEVELOPED RATING OF 450 OR LESS INACCORDANCE WITH ASTM E84.

13.FIRE STOPPING OF TWO INCH NOMINAL LUMBERSHALL BE PROVIDED TO FORM AN EFFECTIVE FIREBARRIER BETWEEN ALL CONCEALED DRAFT OPENINGS,BOTH VERTICAL AND HORIZONTAL.

C. EXIT:

1. ACCESS TO EXIT DOORS SHALL BE WITHOUT THE USEOF KEYS OR SPECIAL KNOWLEDGE.

D. DRAWINGS/ DIMENSIONING:

1. ALL PARTITIONS AND WALLS ARE DIMENSIONED TOTHEIR RESPECTIVE FACES, INCLUSIVE OF ALL FINISHES,UNLESS OTHERWISE INDICATED. MAINTAINDIMENSIONS MARKED AS “CLEAR” OR “HOLD”.

2. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONSINDICATED ON DRAWINGS TAKE PRECEDENCE.LARGER SCALE DRAWINGS TAKE PRECEDENCE OVERSMALLER SCALE DRAWINGS.

3. NEW DOORS INDICATED ON THE PLAN SHALL BELOCATED A MINIMUM OF 3" FROM ADJACENT WALLSUNLESS NOTED OR DIMENSIONED OTHERWISE, OR ASREQUIRED FOR HARDWARE INSTALLATION.

4. FOUNDATION PLAN DIMENSIONS ARE TO FACE OFFOUNDATION WALLS. FRAMING AND EXTERIOR PLANDIMENSIONS ARE TO FACE OF EXTERIOR FINISHES(BRICK VENEER OR CAST STONE). INTERIORDIMENSIONS ARE TO CENTERLINE OF FINISHED WALLSURFACE, UNO.

5. FRAMING PARTITIONS ARE 3-5/8" OR 6" UNLESSOTHERWISE NOTED.

E. GC RESPONSIBILITIES:

1. G.C. TO SUBMIT SAMPLES TO ARCHITECT FOR REVIEWPRIOR TO FABRICATION FOR ALL ITEMS AS CALLEDFOR IN THE PROJECT MANUAL. G.C. SHALL SCHEDULENO FEWER THAN 10 BUSINESS DAYS FOR SAMPLEREVIEW. G.C. SHALL PROVIDE ENOUGH SAMPLES &

NON-ELECTRONIC SUBMITTALS TO ALLOW THEARCHITECT & THE OWNER TO EACH RETAIN AT LEASTONE COPY. COLOR & FINISH REVIEW MUST BE MADEVIA PHYSICAL MATERIAL SAMPLES. PDF OR OTHERELECTRONIC VERSIONS OF COLOR & FINISHSUBMITTALS ARE NOT PERMITTED.

2. G.C. SHALL MAINTAIN RECORD DRAWINGSINCLUDING ALL CHANGES THAT OCCUR DURING THECOURSE OF WORK AND SHALL TRANSMIT SUCHDRAWINGS TO THE ARCHITECT/ENGINEERS UPONPROJECT COMPLETION.

3. GENERAL CONTRACTOR SHALL COORDINATE W/OWNER AND DEVELOPER REGARDING SCHEDULING &SEQUENCING OF THE WORK.

4. GENERAL CONTRACTOR IS RESPONSIBLE FORCOORDINATING THE OWNERS VENDORS ON SITEDURING CONSTRUCTION (ALL COORDINATIONBEFORE OWNER MOVE IN SHOULD BE PART OF BASEBID).

5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORSET-UP AND COORDINATION OF ALL THE UTILITYSERVICES FOR THE PROJECT.

6. GENERAL CONTRACTOR SHALL INCLUDE THE COST OFPOWER COMPANY ELECTRICAL TRANSFORMER,INCLUDING COST OF ANY CONCRETE VAULT,CONCRETE TRANSFORMER PAD, CONDUITS, ANDCABLING, IF THIS WORK IS REQUIRED. VERIFYREQUIREMENTS AND COSTS WITH POWER COMPANY.

7. THE CONTRACTOR SHALL BRACE ENTIRE STRUCTURE ASREQUIRED DURING CONSTRUCTION TO MAINTAINSTABILITY UNTIL THE STRUCTURE IS COMPLETE ANDFUNCTIONING AS THE DESIGNED UNIT.

8. THE CONTRACTOR SHALL VERIFY AND COORDINATEALL APPLICABLE DIMENSIONS OF FIXTURES ANDEQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS.

9. FOR FINAL COMPLETION OF PROJECT, OBTAIN ALLFINAL INSPECTIONS AS REQUIRED BY LOCALJURISDICTIONS AND FURNISH OWNER WITH EVIDENCEOF ALL SUCH INSPECTIONS AND CERTIFICATES OFOCCUPANCY.

10.LAYOUT WALL PRIOR TO ERECTION OF FRAMING.REPORT DISCREPANCIES OR DEVIATION TOARCHITECT IN WRITING AT ONCE.

11.METAL STUD FRAMING SHALL BE MINIMUM 25 GAGEGALVANIZED OR PAINTED SHEET METAL SPACEDMAXIMUM 24” O.C. U.N.O. PROVIDE DOUBLE 20GAGE METAL STUDS AT ALL DOOR JAMBS.

12.PROVIDE CONTINUOUS BEAD OF SOUND SEALANT ATTOP AND BOTTOM OF ALL SOUND RATED INSULATEDPARTITIONS AND AT PARTITION PENETRATIONSINCLUDING ELECTRICAL OPENINGS.

13.DO NOT PAINT OVER LABELS, FACTORY FINISHEDMETAL TRIM, DOOR HARDWARE, ELECTRICAL FIXTURES,EQUIPMENT, SPRINKLER HEAD OR MILLWORKASSEMBLIES U.N.O.

14.G.C. SHALL INCLUDE ALL NECESSARY AND REQUIRED TEMPORARY SHORING, TEMPORARY BARRICADES, TEMPORARY WEATHER RESISTANT ENCLOSURES, TEMPORARY CONDITIONED AIR TO THEAFFECTED AREAS OF WORK.

15. G.C. SHALL PROVIDE ALL NECESSARY LABOR ANDMATERIALS TO COMPLETE A THOROUGH INTERIORAND SITE CLEAN-UP AFTER ALL TRADES HAVE COMPLETED THEIR RESPECTIVE WORK.

F. GC RESPONSIBILITIES TURN OVER:

1. GENERAL CONTRACTOR SHALL PROVIDE AN AS-BUILTSET OF DRAWINGS AND THREE COPIES OF THEBUILDING OPERATIONS & MAINTENANCE BINDER TOTHE PROJECT MANAGER AT THE END OF THE PROJECT.REFER TO PROJECT MANUAL FOR ADDITIONALINFORMATION CONCERNING PROJECT CLOSEOUTPROCEDURES.

2. GC SHALL PROVIDE CIVIL ENGINEERING RECORDDRAWINGS PER MUNICIPALITY REQUIREMENTSINCLUDING BUT NOT LIMITED TO FOUNDATIONSURVEY, TOPOGRAPHICAL INFORMATION,STRUCTURAL AND LATERAL HEIGHTS, SLOPES &GRADING, ETC.

G. SITE:

1. ALL TRENCHES BENEATH PROPOSED OR EXISTINGUTILITIES, PROPOSED OR EXISTING PAVEMENT,DRIVEWAYS, OR SIDEWALKS FOR A DISTANCE OF FIVEFEET ON EITHER SIDE OF SAME, AND/OR WHEREVERELSE SHOWN ON THE CONSTRUCTION PLANS SHALL BEBACKFILLED WITH GRANULAR TRENCH BACKFILL(SCHEDULE 8) AND THOROUGHLY COMPACTED TO90% MODIFIED PROCTOR FOR THE AREA BELOW TWOFEET OF PROPOSED SUBGRADE AND TO 95%MODIFIED PROCTOR FOR THE TOP TWO FEET BELOWPROPOSED SUBGRADE.

2. ALL SITE DEMOLITION SHALL BE BY GENERALCONTRACTOR. CONTRACTOR SHALL PROVIDE SITE TO95% MODIFIED PROCTOR AND/OR 3,000 PSF FORUNDISTURBED SOILS.

3. GC IS RESPONSIBLE TO PERFORM A TOPOGRAPHICSURVEY PRIOR TO STARTING CONSTRUCTION ANDREPORT ANT DISCREPANCIES IN GRADES ASCOMPARED TO EXISTING GRADES INDICATED ONDRAWINGS. SUBMIT A COPY OF TOPOGRAPHICSURVEY TO ARCHITECT AND INDICATE ANYDISCREPANCIES ON SURVEY PRIOR TO COMMENCEEARTHWORK

H. CARPENTRY NOTES:

1. NOTCHES IN WALL STUDS ARE NOT TO EXCEED 1/4 OFTHE STUD WIDTH, AND NO HOLES ARE TO BE BOREDGREATER THAN 40% OF THE STUD WIDTH. NOTCHES ATTHE END OF THE JOISTS ARE NOT TO EXCEED 1/4 OFTHE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOMOF THE JOISTS ARE NOT TO EXCEED 1/6 OF THE JOISTDEPTH NOR BE LOCATED IN THE MIDDLE 1/3 OF THESPAN. NO HOLES ARE TO BE BORED LARGER THAN 1/3OF THE JOIST DEPTH, WITHIN TWO INCHES OF THE TOP

OR BOTTOM OF THE JOISTS, NOR WITHIN TWO FEET OFJOIST BEARING. NO HOLES OR NOTCHES AREALLOWED IN BEAMS UNLESS APPROVED BYARCHITECT.

2. G.C. TO PROVIDE ALL NECESSARY WALL BLOCKING,JAMB STABILIZING/REINFORCING AS REQUIRED FORPROPER SUPPORT OF WALL INTO ITEMS, COUNTERSAND ALL OTHER COMPONETRY AND FOR OPERATIONOF ALL DOOR UNITS. ALL BLOCKING SHOWN ON THEARCHITECT'S DRAWINGS IS DIAGRAMMATIC ONLY.FINAL REQUIRED BLOCKING BY C.G.

3. ALL PLYWOOD TO BE APA RATED IN DATA ROOMAND ELECTRICAL ROOM. DO NOT PAINT OVER FIRERETARDANT TREATED STAMP.

4. AT ALL EXTERIOR DOORS, PROVIDE ALL NECESSARYHEAD, JAMB AND THRESHOLD WEATHERSTRIPPING TOPRECLUDE ANY INFILTRATION OF OUTSIDE AIR ORMOISTURE.

I. ACCESSIBILITY NOTES:

1. THIS PROJECT WILL COMPLY WITH LATEST EDITIONS OFOHIO BUILDING CODE - CHAPTER 11, 2009 ICC/ANSIA117.1 AND ADA TITLE III 4.1.6 AND 7 REGARDINGACCESSIBILITY REQUIREMENTS.

2. THIS PROJECT WILL ALSO COMPLY WITH ALL FEDERALREQUIREMENTS UNDER ADAAG 4.1.6 - ALTERATIONS,AND ADAAG 7.2 - BUSINESS.

3. DOORS LEADING TO REQUIRED ACCESSIBLE ROOMSAND SPACES SHALL BE A MIN ON 3'-0" WIDE, HAVELEVER OPERATED HARDWARE (OR EQUAL), AND HAVEA MIN OPENING FORCE OF 5 LBS FOR INTERIORDOORS AND 8.5 LBS FOR EXTERIOR DOORS.

4. TELEPHONE, ENVIRONMENTAL CONTROLS ANDOPERATING MECHANISMS SHALL BE MOUNTED NOHIGHER THAN 44" A.F.F.

5. ALL EMERGENCY WARNING ALARMS, WHEREPROVIDED, SHALL BE BOTH AUDIBLE AND VISUAL (ALLVISUAL ALARMS MUST BE SYNCHRONIZED).

6. THIS PROJECT WILL COMPLY WITH ADA TITLE III 4.1.6AND 7 REGARDING ACCESSIBILITY REQUIREMENTS.

7. SEE ICC/ANSI-A117.1-2009 CHAPTER 7.703 FOR ALLSIGNAGE

8. CARPET PILE THICKNESS NOT TO EXCEED 1/2" PER:ICC/ANSI-2009 SECTION 302.02

9. ALL ATM MACHINES MUST COMPLY FULLY WITHICC/ANSI A117.1-2009 CHAPTER 7.707 REGARDING:CLEAR FLOOR SPACE IN FRONT OF ATM MACHINE,OPERABLE PARTS, 15 TO 48 AFF., PRIVACY FOR ALLINDIVIDUALS, NUMERIC KEYS, FUNCTION KEYS,DISPLAY SCREEN, SPEECH OUTPUT, INPUT CONTROLS,BRAILLE INSTRUCTIONS.

J. FIRE DEPARTMENT NOTES:

1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH ARATING OF NOT LESS THAN 2-A:10-B:C WITHIN 50 FOOTTRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDINGON EACH FLOOR, AND ADDITIONAL EXTINGUISHERSAS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOROR BUILDING DEPARTMENT INSPECTOR.

2. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIREDEXITS, WHERE SHOWN ON DRAWINGS, ANDADDITIONAL SIGNS AS REQUIRED BY BUILDINGDEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELDINSPECTOR. CONNECT EXIT SIGNS TO EMERGENCYPOWER CIRCUITS. COMPLY WITH BUILDING CODES.

3. PROVIDE EMERGENCY LIGHTING OF ONEFOOT-CANDLE AT FLOOR LEVEL. COMPLY WITHBUILDING CODES.

4. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS.

5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THEINSIDE WITHOUT THE USE OF A KEY OR ANY SPECIALKNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICESSHALL BE OF AN APPROVED TYPE. ALL NEW DOORSSHALL HAVE APPROVED LEVER HANDLES.

6. DOORS OPENING INTO REQUIRED 1-HOUR,FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITHA SMOKE OR DRAFT STOP ASSEMBLY HAVING A20-MINUTE RATING AND SHALL BE SELF-CLOSING.

7. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKEAND DRAFT CONTROLLED.

8. EXIT DOORS SHALL SWING IN THE DIRECTION OFTRAVEL WHEN SERVING 50 OR MORE PERSONS AND INANY HAZARDOUS AREA.

9. INTERIOR WALL AND CEILING FINISHES FOR EXITCORRIDORS SHALL NOT EXCEED AN END POINTFLAME SPREAD RATING OF:

A. CLASS B, FLAME SPREAD 26-75, SMOKE DENSITY 300,FOR MATERIALS INSTALLED IN VERTICAL ANDHORIZONTAL EXITS.

B. CLASS C, FLAME SPREAD 76-200, SMOKE DENSITY450, FOR MATERIALS INSTALLED IN ANY OTHERLOCATION.

10.PROVIDE FIRE DAMPERS OR DOORS WHERE AIRDUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS.

11.WOOD BLOCKING SHALL BE FIRE TREATED INACCORDANCE WITH APPLICABLE CODEREQUIREMENTS.

12.LOCATE THE CENTER OF FIRE ALARM INITIATINGDEVICES 44" ABOVE THE LEVEL OF THE FLOOR,WORKING PLATFORM, GROUND SURFACE ORSIDEWALK.

13.EMERGENCY WARNING SYSTEMS SHALL ACTIVATE AMEANS OF WARNING FOR THE HEARING IMPAIRED.FLASHING VISUAL WARNING SHALL HAVE AFREQUENCY OF NOT MORE THAN 60 FLASHES PERMINUTE AND SHALL BE SYNCHRONIZED.

K. DEMOLITION NOTES:

1. EXISTING CONDITIONS INDICATE EXTENT OFDEMOLITION SUCH AS BUT NOT LIMITED TO INTERIOR &EXTERIOR PARTITIONS, FLOOR SLABS, ROOFASSEMBLIES, FOUNDATIONS, PIERS, UNDERGROUNDEQUIPMENT, INTERIOR FINISHES & STRUCTURES,EQUIPMENT, ELECTRICAL, ETC. WHERE EXISTINGCONSTRUCTION TO BE REMOVED/DISTURBED, WITHINOR ADJACENT TO CONTRACT LIMIT LINES OR RELATEDAREAS COVERED BY WORK UNDER THIS CONTRACT.ABANDONED ELECTRICAL CIRCUITS & PLUMBINGLINES TO BE REMOVED IN THEIR ENTIRETY.ABANDONED ELECTRICAL & PLUMBING TO BE REUSEDSHALL BE CAPPED PER CODE. CONTRACTOR TOVERIFY ANY CONFLICTS W/ EXISTING UTILITIES,STRUCTURE, COLUMNS, ETC. PRIOR TO DEMOLITION.NOTIFY ARCHITECT IN WRITING OF DISCREPANCIESW/EXIST. CONDITIONS & DESIGN INTENTIONS.COORDINATE W/ ARCHITECTURAL DRAWINGS. (TYP.)

2. REMOVE ALL IMPROVEMENTS IN FULL EXCEPT FORENVIRONMENTAL WELLS (IF EXIST) AS REQUIRED PERENVIRONMENTAL ENGINEERING REPORTS.

3. G.C. SHALL FAMILIARIZE HIMSELF WITH SCOPE OF NEWWORK TO VERIFY FOR CONFLICTS PRIOR TODEMOLITION. G.C. TO VERIFY FOR CONFLICTS W/EXISTING UTILITIES, STRUCTURE, ETC AND NOTIFYARCHITECT IN WRITING IF DISCREPANCIES W/DRAWINGS & DESIGN INTENT (TYP).

4. EXISTING ADJACENT PROPERTY TO REMAIN INTACTTHROUGHOUT THE DURATION OF DEMOLITION &CONSTRUCTION. UNO, NO DEMOLITION ORCONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE OFTHE PROPERTY LINE OF THE OWNER'S PARCEL. THEEXISTING ADJACENT TENANT IS TO BE PERMITTED TOOPERATE UNAFFECTED BY DEMOLITION ORCONSTRUCTION ACTIVITIES.

5. THE ARCHITECT HAS CONDUCTED NO TESTS FOR, ANDMADE NO DETERMINATION OF THE PRESENCE ORLACK OF ASBESTOS OR OTHER HAZARDOUS OR TOXICSUBSTANCES OR POLLUTANTS. GC IS RESPONCIBLE TOIDENTIFY ASBESTOS ON THE PROJECT & TO REMOVE ITIN ACCORDANCE WITH ALL APPLICABLE LAWS &CODES.

6. THE DRAWINGS DO NOT PURPORT TO SHOW ALLOBJECTS EXISTING AT THE SITE. LAYOUT, DEMOLITIONAND CONFIGURATION IS BASED ON LIMITED FIELDOBSERVATION. PORTIONS OF THE EXISTINGCONSTRUCTION ARE CONCEALED AND MAY EXPOSEUNFORESEEN CONDITIONS DURING DEMOLITION.ACTUAL CONFIGURATION MAY VARY AND CRITICALDIMENSIONS & EXISTING CONDITIONS SHOULD BEFIELD VERIFIED BY CONTRACTOR PRIOR TODEMOLITION.

7. G.C. SHALL BE RESPONSIBLE FOR ALL NECESSARYBARRICADES, ENCLOSED WALKWAYS & OTHERDIRECTIONAL DEVICES TO FACILITATE SAFE PASSAGEOF ALL VEHICLES, PEDESTRIANS, AND BUILDINGOCCUPANTS DURING ALL PHASES OF DEMOLITION &CONSTRUCTION. GC TO ENSURE SAFE &CONTINUOUS ACCESS TO ADJACENT PROPERTIES.

8. DEMOLITION SERVICES AND TEMPORARY WORKPLANNED BY G.C. SHALL NOT IN ANY WAY INTERFEREWITH NORMAL BUSINESS OPERATIONS WITHIN THEAFFECTED AND / OR ADJACENT PROPERTIES.

9. G.C. SHALL COORDINATE ALL DEMOLITION ANDTEMPORARY WORK, REMOVAL OF DEBRIS ANDCARTING FROM PREMISES WITH A MINIMUM OFDISTURBANCE ON A REGULAR BASIS.

10.PRIOR TO COMMENCEMENT OF WORK, G.C. SHALLCAREFULLY INSPECT THE ENTIRE SITE OF ALL OBJECTSAND UTILITIES TO BE REMOVED AND / OR PRESERVEDTO DETERMINE REQUIREMENTS FOR PROTECTION ORDISCONNECTION AND CAPPING OF SUCH WORK.G.C. TO NOTIFY ARCHITECT IF ANY SERVICES USED BYTHE ADJACENT PROPERTY OR ANY OTHER PROPERTIESOUTSIDE OF THE OWNER'S PROPERTY ARE FOUND TOEXIST WITHIN THE PROJECT OWNER'S PROPERTY. ALLUTILITIES SERVING ADJACENT PROPERTIES TO BE KEPTIN CONTINUOUS CODE COMPLIANT WORKING ORDERTHROUGHOUT THE DURATION OF DEMOLITION &CONSTRUCTION.

11.EXISTING SOILS TO BE REMOVED & DISPOSED OF ASREQUIRED TO ACHIEVE THE DESIGN INTENT SHOWNON THE DRAWINGS.

12.PARKWAY TREES AND STREET LIGHT POLES TO REMAIN.PROTECT DURING DEMOLITION AND CONSTRUCTION.

13.GENERAL CONTRACTOR SHALL PROVIDE TELESCOPICVIDEO SHOWING EXISTING CONDITIONS OF ANY/ALLSANITARY AND SEWER LINES THAT ARE TO BE REUSED.

L. MISCELLANEOUS:

1. THE CONTRACTOR SHALL PROTECT THE OWNER'SPROPERTY AND PROVIDE THE NECESSARY TEMPORARYENCLOSURES AND BARRICADES REQUIRED FOR ALLAREAS OF WORK, CONTIGUOUS OR DETACHED.

2. SIGNS, EXCEPT AS INDICATED ON CIVIL DRAWINGSAND ADA TOILET ROOMS SIGNS, ARE PROVIDED &INSTALLED BY OWNER'S SIGN CONTRACTOR. GENERALCONTRACTOR TO COORDINATE, PROVIDE ROUGH-INAND FINAL CONNECTION. THE G.C. WILL FURNISHAND INSTALL STRUCTURE REQUIRED TO INCORPORATEINTERIOR & EXTERIOR SIGNAGE AS INDICATED ON THEOWNER'S SIGN PACKAGE AT THE TIME OF THE BID.VERIFY WITH OWNER.

3. GENERAL CONTRACTOR SHALL PROVIDE FINALCLEANING OF FACILITY, PRIOR TO OWNER MOVE-IN.

4. PRIOR TO BEGINNING DEMOLITION, THE GC ISREQUIRED TO CONSTRUCT A CONSTRUCTION FENCEENCLOSING THE ENTIRE SITE AREA EFFECTED BYCONSTRUCTION OR DEMOLITION. THE FENCE IS TO BE8'-0" HIGH MINIMUM & SHALL MEET ALL LOCALREQUIREMENTS. COORDINATE REQUIREMENTS WITHTHE CITY OF AUTHORITY HAVING JURISDICTION.

5. G.C. TO COORDINATE ALL MONITORING WELLS WITHCHASE AND PREVIOUS OWNER.

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SEAL

NOT FOR

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GP / EDTW / TM


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2'-6"APPROACH

CLEARANCE

3'-0" MIN. 2'-0" MIN.

1'-0"

MIN.

3'-0"

MIN

.1'-

0"MI

N.

5'-0" MIN.

5'-0"

MIN

.

5'-0" MIN.

2'-6" MIN.

4'-0"

MIN

.

4'-0" MIN.

2'-6"

MIN

.

3'-0" MIN.

X >

2'-0"

5'-0" MIN.

X >

1'-3"

FORWARD APPROACH PARALLEL APPROACH

1'-5" - 25"

2'-6"

MIN

.

6"MAX.

9" MIN.

11"MIN.

8"MIN.

2'-3"

MIN.

X >

2'-3"

X >=

6'-8

"

4" MAX.

1'-0"MAX.

1'-0"MAX.

2'-3"

- 80

" X > 1'-0"

2'-3"

MAX

. X > 1'-0"

6'-8"

MIN

.

LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING OBJECTS TOE AND KNEE CLEARANCES

T-SHAPED TURNING SPACECIRCULAR TURNING SPACE

1'-3"

MIN

. 4'-0"

MAX

.

UNOBSTRUCTED FORWARD REACH

4'-0"

MAX

.

OBSTRUCTED FORWARD REACH

3'-8"

MAX

.

>20" - 2'-1" MAX.

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

1'-3"

MIN

. 4'-0"

MAX

.

4'-0"

MAX

.

1'-8" MAX.

10"MAX.

10"MAX.

2'-10

" MAX

.

3'-10

" MAX

.

2'-0"MAX.

2'-10

" MAX

.

2'-8"

MIN

.

3'-0"

MIN

.

2'-0" MAX. 4'-0" MIN. 2'-0" MAX.

2'-8"

MIN

.

3'-0"

MIN

.

CLEAR WIDTH OF AN ACCESSIBLE ROUTEPULL SIDE

FRONT APPROACH

1'-6" MIN.

5'-0"

MIN

.

32" MIN.

90°

CLEAR WIDTH OF DOORWAYS

SECTION 304: TURNING SPACE

SECTION 305: CLEAR FLOOR ORGROUND SPACE

SECTION 303: CHANGES IN LEVEL

SECTION 306: KNEE AND TOECLEARANCE

SECTION 307: PROTRUDING OBJECTS

SECTION 308: REACH RANGES / SECTION 309: OPERABLE PARTS

SECTION 403: WALKING SURFACESSECTION 404: DOORS, DOORWAYS,AND GATES

SECTION 404.2.4: MANEUVERING CLEARANCES AT MANUALSWINGING DOORS

HINGE APPROACH

3'-6" MIN.

4'-6"

MIN

.

HINGE APPROACH

3'-0" MIN.

5'-0"

MIN

.

LATCH APPROACH

2'-0" MIN.

4'-0"

MIN

.LATCH APPROACH,

DOOR PROVIDED WITH CLOSER

2'-0" MIN.

4'-6"

MIN

.

PUSH SIDEFRONT APPROACH

4'-0"

MIN

.

FRONT APPROACH,DOOR PROVIDED WITH CLOSER &

LATCH

1'-0" MIN.

4'-0"

MIN

.

HINGE APPROACH

1'-10" MIN. 3'-6

" MIN

.

HINGE APPROACH,DOOR PROVIDED WITH CLOSER &

LATCH

1'-10" MIN.

4'-0"

MIN

.LATCH APPROACH

2'-0" MIN. 3'-6

" MIN

.

LATCH APPROACH,DOOR PROVIDED WITH CLOSER &

LATCH

2'-0" MIN.

4'-0"

MIN

.

PULL SIDE

1'-6" MIN.

5'-0"

MIN

.

SECTION 404.2.4.3: MANEUVERING CLEARANCES ATRECESSED DOORS

PUSH SIDE

X >

8"

X >

8"

1'-0" MIN.

X >

8"

DOOR PROVIDED WITH CLOSER &LATCH

4'-0"

MIN

.4'-

0" M

IN.

SECTION 404.2.6: DOORS IN SERIES

4'-0" MIN.STRIKE EDGE TO STRIKE EDGE

4'-0" MIN.DOOR SLAB TO STRIKE EDGE

4'-0" MIN.DOOR FACE TO DOOR FACE

SECTION 602: DRINKINGFOUNTAINS

5" MAX. 15" MIN.

1'-3"

MIN

.

4'-0" MIN.

1'-3"

MIN

.

2'-0"MIN.

1'-0"MIN.

3'-0" MIN.

SECTION 604: WATER CLOSETS

16"-18"

5'-0" MIN.

4'-8"

MIN

.

1'-0" MAX. 3'-6" MIN.4'-6" MIN.

17"-1

9"

17"-1

9"33"-3

6"

33"-3

6"39

"-41"

1'-6"

MIN

.

7"-9"

15" M

IN.

48" M

AX.

36" M

AX.

38" M

IN. -

43" M

AX.

eATMSECTION 308: REACH RANGE / SECTION 309: OPERABLE PARTS

PHONE OUTLETS MIRRORCOAT HOOK DOOR HARDWARE

2'-10

" MIN

.4'-

0" M

AX.

℄

1'-3"

MIN

.4'-0"

MAX

.UN

OBST

RUCT

ED S

IDE

REAC

H

4'-0"

MAX

.TO

HIG

HEST

OPE

RABL

E PA

RT

3'-4"

MAX

. TO

REFL

ECTI

VE S

URF.

AT M

IRRO

RS A

BOVE

LAVS

1'-6"

THROUGH-WALL ATM SECURITYTHERMOSTATCONTROLS

3'-8"

3'-11

"

FRONT APPROACH, SLIDING DOOR

32" MIN.

4'-0"

MIN

.

4" MAX.

6"MAX.

9" MIN.

11"MIN.

2'-3"

MIN.

1/4" M

AX.

303.2: VERTICAL

303.3: BEVELED

304.2, 305.2 & 404.2.4.4: CHANGES IN LEVEL NOT PERMITTED IN TURNINGSPACES, CLEAR FLOOR SPACES AND DOOR MANEUVERING CLEARANCES

1/4"

1/4"

1/2"21

AN OBSTRUCTION WITHKNEE/TOE CLEARANCESCOMPLIANT WITH SECT.306 MAY BE INCLUDED

2'-1" MAX.

AN OBSTRUCTION WITHKNEE/TOE CLEARANCESCOMPLIANT WITH SECT.306 MAY BE INCLUDEDONLY AT THE BASE OR ASINGLE ARM OF THE TEE

'WING WALLS' REQD.WHEN UNITS NOTMOUNTED WITHINALCOVE

10" - 24"

3'-9 3

/4" M

AX.

ATM SURROUND

ATM HIGHESTOPERABLE PART

ATMPLINTH

ATM

4'-0"

2'-6"

10"-2

4"

ATM SURROUND

ATM HIGHESTOPERABLE PART

3'-10

" MAX

.OB

STRU

CTED

SID

E RE

ACH

HIGHEST OPERABLEPART 10"-24" FROMPARALLEL-APPROACHCLEARANCE AREA

HIGHEST OPERABLEPART < 10" FROMPARALLEL-APPROACHCLEARANCE AREA

ATM

ADA GUIDELINES FORATM INSTALLATION

FEC

3'-7"

2'-10

" MAX

.

39"-41"

HANDICAPPEDPARKING SPACE

ACCESSAISLE

SIDEWALK

2 %

2 %

2 %

2 %

5 %

2 %

FLAREDCURB RAMP

ACCESSTO PUBLIC WAY

MAXIMUM ALLOWABLE RUNNING AND CROSS SITE SLOPES

2 %2 %

5 %

8.3 %

10 %

10 %

5 %

2 %

ACCESSIBILITYREQUIREMENTS

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GP / EDTW / TM


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#

##

#

#

+/- 4,113 S.F.

MEADOWLAND HEIGHTS NO. 1PLAT BOOK 27, PAGE 60

LOT 8

LOT 9

f.f. = 907.64'

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EXISTINGRI-RO TO BEMODIFIED AS

REQUEST PERAHJ

184'-0"

184'-0"

200'-

0"

200'-

0"

EXISTING FULL ACCESS(ALL-WAYS) TO BE MODIFIED AS REQUEST PER AHJ

5' BU

ILDIN

G - I

NTER

IOR

SIDE

YAR

D SE

TBAC

K

5' BUILDING - INTERIOR SIDE YARD SETBACK

5' BUILDING - FRONT YARD SETBACK - FRONT RBZ5'

BUILD

ING

- FRO

NT Y

ARD

SETB

ACK

- FRO

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BZ

10' E

ASEM

ENT

20' ELECTRIC EASEMENT

10' E

ASEM

ENT

10' E

ASEM

ENT

10' E

ASEM

ENT

5' EASEMENT

5' EASEMENT

NEW

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KNEW SIDEWALK

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02/20/202019108

PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:

SHEET TITLE

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DTR / TAPJH

02/20/2020 ISSUE FOR ZONING REVIEW

SEALSEAL

NOT FOR

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A0.4

N

060'20' 40'

RETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATE



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8

10

9

3

+/- 4,113 S.F.


LOT 8

LOT 9

f.f. = 907.64'

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19'-0

"22

'-0"

19'-0

"

19'-0" 22'-0" 19'-0"


REQUEST PERAHJ

184'-0"

184'-0"

200'-

0"

200'-

0"


5' BU

ILDIN

G - I

NTER

IOR

SIDE

YAR

D SE

TBAC

K

5' BUILDING - INTERIOR SIDE YARD SETBACK

5' BUILDING - FRONT YARD SETBACK - FRONT RBZ

5' BU

ILDIN

G - F

RONT

YAR

D SE

TBAC

K - F

RONT

RBZ

10' E

ASEM

ENT

20' ELECTRIC EASEMENT

10' E

ASEM

ENT

10' E

ASEM

ENT

10' E

ASEM

ENT

5' EASEMENT

5' EASEMENT

NEW

SID

EWAL

K

NEW SIDEWALK

G.C. BUILT (2) LANEDU CANOPY

TRASH ENCLOSURE PROPERTY LINE

L.P.

EXISTINGUTILITYPOLE

FUTURE BUSSHELTER BY

OTHERS

REQUIREDOPEN/SEATINGAREA BY AHJ

EXISTINGGRASS WITHIN ROW

EXISTINGGRASS WITHIN ROW

STREETSCREENINGWALLREQUIRED BYCODE NEW PEDESTRIAN

WALK WAY BY CHASEEXISTINGLIGHTING

POLE

22'-0

"

19'-7"

12'-0

"

22'-0"

8'-0"

8'-0"

ARCHITECTURALSITE PLAN

A0.5

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060'20' 40'




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1A0.5

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EXISTINGCONDITIONS

PLAN

A0.6

N

LEGEND:

DUBLIN'S BOUNDARY DELIMITATION LINE

25'

RETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALES



0' 50' 75'

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NEW PEDESTRIANWALK WAY BY CHASE

+/- 4,113 S.F.

184'-0"

184'-0"

200'-

0"

200'-

0"

EXISTING PEDESTRIANWALK WAY

PEDESTRIANCIRCULATION

PATTERN

A0.7

CIRCULATION PATTERN ON-SITE

LEGEND:

NEW CIRCULATION PATTERN OFF-SITE BY CHASE

BICYCLE PARKING

OPEN SEATING / POCKET PARK

N

060'20' 40'




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AutoCAD SHX Texta

AutoCAD SHX Textr

AutoCAD SHX Textt

AutoCAD SHX Textn

AutoCAD SHX Texte

AutoCAD SHX Textr

AutoCAD SHX Texts

AutoCAD SHX Texth

AutoCAD SHX Texti

AutoCAD SHX Textp

UGTUGT UGT

G

R/WR/W

R/W

R/W

UGE

STM

STM

STM

WW

SAN

SAN

SAN

STM

STM

STM

UGTUGT UGT

G

R/WR/W

R/W

R/W

UGE

STM

STM

STM

WW

SAN

SAN

SAN

STM

STM

STM

+/- 4,113 S.F.

f.f. = 907.64'

184'-0"

184'-0"

200'-

0"

200'-

0"


REQUEST PERAHJ


VEHICULARCIRCULATION

PATTERN

A0.8

N

060'20' 40'




VEHICULAR CIRCULATION PATTER ON-SITE

LEGEND:

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17

02/20/202019108


SHEET TITLE

SHEET NUMBER



DTR / TAPJH


SEALSEAL

NOT FOR

CONSTRUCTION

SA

WM

IL

L R

EL

O

AutoCAD SHX TextT







AutoCAD SHX TextT

AutoCAD SHX Texth

AutoCAD SHX Texte

AutoCAD SHX TextA

AutoCAD SHX Textr

AutoCAD SHX Textc

AutoCAD SHX Texth

AutoCAD SHX Texti

AutoCAD SHX Textt

AutoCAD SHX Texte

AutoCAD SHX Textc

AutoCAD SHX Textt

AutoCAD SHX Texts

AutoCAD SHX TextP

AutoCAD SHX Texta

AutoCAD SHX Textr

AutoCAD SHX Textt

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AutoCAD SHX Texth

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LOT 8

LOT 9

N86° 28' 09"W 184.05'

N02°

29' 2

5"E 1

99.87

'

S86° 28' 09"E 184.05'

S02°

29' 2

5"W 1

99.87

'

BA

NK

ER

DR

IVE

(CIT

Y O

F D

UB

LIN

JUR

ISD

ICT

ION

)

SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S JU

RIS

DIC

TIO

N)

SA

WM

ILL

PL

BL

VD

(CIT

Y O

F C

OL

UM

BU

S JU

RIS

DIC

TIO

N)

D

O

N

O

T

E

N

T

E

R

S

T

O

P

DRIVE

UP

ATM

DRIVE

UP

ATM

PROPO

SED CHASE

BANK

4,173± SF

FFE = 907.90

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

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IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

UTILITY AND GOVERNING AGENCY CONTACTS

PROJECT TEAM

FINAL DEVELOPMENT PLAN

CHASE BANK

6515 SAWMILL ROAD

DUBLIN, OHIO 43017

BENCHMARKS

Sheet Index

Sheet Number Sheet Title

C0.0

PROFESSIONAL ENGINEER'S CERTIFICATION

SCALE: 1"=50'

INDEX MAP

NORTH

VICINITY MAP

PROJECT

SITE

TITLE SHEET

SA

WM

ILL

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TA

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AN

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65

15

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L R

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17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

C1.0

¾

“ ”

GENERAL NOTES

907.94TLB

907.48CBL907.47UC1 B

905.90POST CROSS WALK BUTTON

906.33CB

UGTUGT

UGT

UGT UGT UGT UGTUGT

UGT

UGT UGTUGT UGT

UGT UGTUGT

UGT

UGT

UGT

UGT

UGT

HANDICAP

HANDICAP

UGEUGE

BLOCK WALL DUMPTERENCLOSURE

LANDSCAPING

N: 765,292.56E: 1,803,020.05

TOP: 906.38INV. 36" RCP (N): 897.86INV. 36" RCP (S): 897.86INV. 12" RCP (W): 900.93PIPE RUNNING EAST; UNABLE TOGET SIZE AND DEPTH OF PIPE

1IRS 5\8 REBAR CESO TRAV CAPN = 765500.45'E = 1803037.64'ELEV = 905.88'

2IRS 5\8 REBAR CESO TRAV CAP

N = 765291.92'E = 1803006.41'ELEV = 906.49'


N: 765,504.57E: 1,802,829.07

908.37LP

907.34LP

906.38LP

906.84LP

907.35LP

907.43LP

907.58LP

908.10AC

908.09AC

907.46AC

LAND

SCAP

ING

FENCED IN AREA OFA/C UNITS

CONCRETE

LANDSCAPINGLANDSCAPING

LANDSCAPINGLANDSCAPING

STON

EST

ONE

CONCRETE

CONC

RETE

BRICK SIGN

LANDSCAPING

STONESTONE

STONE

CONCRETE

STON

E

STM

STM

STM

STM

STM

STM

W

2" WAT. SVC. (GIS)W

WW

W

LAND

SCAP

ING

ITEM 135' EASEMENTPLAT BOOK 27, PAGE 60

ITEM 1310' EASEMENT

PLAT BOOK 27, PAGE 60

ITEM 1310' EASEMENT


ITEM 1710' ELECTRIC EASEMENTOR BOOK 33660, PG. A17

ITEM 1620' ELECTRIC EASEMENTOR BOOK 12545, PG. E02

ITEM 1510' EASEMENT

OR BOOK 11433, PG. A13


SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

TOP: 907.53INV. 10" PVC (N): 896.66INV. 10" PVC (S): 896.66

TOP: 906.33INV. 8" PVC (S): 903.03

STMSTM

TOP: 905.93INV. 8" PVC (N): 902.28

INV. 8" PVC (SE): 902.23INV. 4" PVC (W): 903.01 STM

STM

STM

905.93CB

TOP: 906.30INV. 12" RCP (N): 903.13INV. 8" PVC (NW): 901.33INV. 12" RCP (E): 901.30INV. 12" RCP (W): 902.08

TOP: 904.27INV. 12" RCP (E): 901.22

(C24

30)

(C24

30)

(C24

30)

TOP: 905.28INV. 12" RCP (S): 903.18

STM

STM

TOP: 905.96INV. 12" RCP (S): 902.86

TOP: 905.67INV. 12" RCP (N): 902.67INV. 12" RCP (E): 902.47INV. 12" RCP (S): 902.57

6" WAT. (GIS)WL1987-71_003

CURB & GUTTER

E/PCURB

E/PCURB

E/PCURB

E/PCUR

B

E/P

CURB

E/P E/P

E/PCURB

E/P

CURB

E/P

CONC

RETE

E/P

E/P

CURB

& G

UTTE

R

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPH

ALT

ASPHALT

BM #2=906.52'

BM #3=909.37'

BM #1=904.27'

(FRA

-270

-10.

33N)

(FRA

-270

-10.

33N)

BANKER DRIVE

(CITY OF DUBLIN JURISDICTION)

SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S J

UR

IS

DIC

TIO

N)

GG

GG

UGEUGE

APPROX. LOCATION OF UGELECTRIC LINE PER RECORD PLANS;

NOT FIELD MARKED; PLACED

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

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30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

DEMOLITION NOTES

WARNING: CONTRACTOR TOVERIFY PRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.

811

DEMOLITION LEGEND

NORT

H

C2.0

DEMOLITION PLAN

BANKER DRIVE


SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S J

UR

IS

DIC

TIO

N)

D

O

N

O

T

E

N

T

E

R

S

T

O

P

DRIVE UP

ATM

DRIVE UP

ATM

PROPOSED CHASE

BANK

4,173± SF

FFE = 907.90

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

GENERAL NOTES

KEY NOTES

PAVING AND CURB LEGEND

FEMA NOTE

NORT

H

C3.0

PARKING CALCULATIONSSITE ZONING INFORMATION OPEN SPACE CALCULATIONS

SITE PLAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

BANKER DRIVE


SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S J

UR

IS

DIC

TIO

N)

PROPOSED CHASE

BANK

4,173± SF

FFE = 907.90

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

MATERIALS LEGEND

NORT

H

C3.1

PARKING CALCULATIONS

PARKING PLAN

UGTUGT

UGT

UGT UGT UGT UGTUGT

UGT

UGT UGTUGT UGT

UGT UGTUGT

UGT

UGT

UGT

UGT

UGT

UGEUGE




N = 765291.92'E = 1803006.41'ELEV = 906.49'


LAND

SCAP

ING


STM

STM

STM

STM

STM

STM

W


ITEM 1310' EASEMENT


ITEM 1310' EASEMENT


ITEM 1710' ELECTRIC EASEMENTOR BOOK 33660, PG. A17

ITEM 1620' ELECTRIC EASEMENTOR BOOK 12545, PG. E02

ITEM 1510' EASEMENT

OR BOOK 11433, PG. A13


SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN



TOP: 904.27INV. 12" RCP (E): 901.22

(C24

30)

(C24

30)

(C24

30)

TOP: 905.28INV. 12" RCP (S): 903.18

STM

STM

TOP: 905.96INV. 12" RCP (S): 902.86


6" WAT. (GIS)WL1987-71_003

CURB & GUTTER

E/P

E/P

E/P

CURB

& G

UTTE

R

ASPH

ALT

ASPHALT

BM #2=906.52'

BM #3=909.37'

BM #1=904.27'

(FRA

-270

-10.

33N)

(FRA

-270

-10.

33N)

BANKER DRIVE


SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S J

UR

IS

DIC

TIO

N)

UGEUGE

APPROX. LOCATION OF UGELECTRIC LINE PER RECORD PLANS;

NOT FIELD MARKED; PLACED

PROPOSED CHASE

BANK

4,173± SF

FFE = 907.90

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

NORT

H

C4.0

EROSION CONTROL NOTES

EROSION CONTROL LEGEND

EROSION CONTROL PLAN

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

C4.1

CONCRETEWASHOUT

PLAN VIEW

NOT TO SCALE

STAPLE DETAIL

CONCRETE WASHOUT

SIGN DETAIL

(OR EQIVALENT)

SECTION B-B

NOT TO SCALE

CONCRETE WASHOUT

N.T.S.

CONSTRUCTION ENTRANCE

N.T.S.

GENERAL NOTES:

INLET PROTECTION

N.T.S.

TREE PROTECTION

N.T.S.

SEDIMENTATION/SILT FENCE

N.T.S.

EROSION CONTROL DETAILS

UGTUGT

UGT

UGT UGT UGT UGTUGT

UGT

UGT UGTUGT UGT

UGT UGTUGT

UGT

UGT

UGT

UGT

UGT

UGEUGE




N = 765291.92'E = 1803006.41'ELEV = 906.49'


LAND

SCAP

ING


STM

STM

STM

STM

STM

STM

W

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN



TOP: 904.27INV. 12" RCP (E): 901.22

(C24

30)

(C24

30)

(C24

30)

TOP: 905.28INV. 12" RCP (S): 903.18

STM

STM

TOP: 905.96INV. 12" RCP (S): 902.86


6" WAT. (GIS)WL1987-71_003

CURB & GUTTER

E/P

E/P

E/P

CURB

& G

UTTE

R

ASPH

ALT

ASPHALT

BM #2=906.52'

BM #3=909.37'

BM #1=904.27'

(FRA

-270

-10.

33N)

(FRA

-270

-10.

33N)

BANKER DRIVE


SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S J

UR

IS

DIC

TIO

N)

(CITY OF COLUMBUS JURISDICTION)

UGEUGE

PROPOSED CHASE

BANK

4,173± SF

FFE = 907.90

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

NORT

H

C5.0

GRADING NOTES

GRADING LEGEND

ADA DETAIL

1" = 10'

GRADING PLAN

UGTUGT

UGT

UGTUGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGTUGT

UGT

UGTUGT

UGT

UGT


(C24

30)

(C24

30)

(C24

30)

(FRA

-270

-10.

33N)

(FRA

-270

-10.

33N)

BA

NK

ER

DR

IVE

(CIT

Y O

F D

UB

LIN

JUR

ISD

ICT

ION

)

SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S JU

RIS

DIC

TIO

N)

D

O

N

O

T

E

N

T

E

R

S

T

O

P

DRIVE

UP

ATM

DRIVE

UP

ATM

PROPO

SED CHASE

BANK

4,173± SF

FFE = 907.90

WATERSHED A

AREA=1.07 AC

WEIGHTED CN=92

TC=5.1 MIN

WATERSHED B

AREA=0.11 AC

WEIGHTED CN=74

TC=6.7 MIN

SA

WM

IL

L

RE

TA

IL

B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

NORTH

LEGEND

WATER QUALITY WEIR PLATE DETAIL

N.T.S.

OUTLET CONTROL STRUCTURE

C5.1

SITE RELEASE RATES

CRITICAL STORM CALCULATION

WQ VOLUME FOR DEVELOPMENT

TABLE B-2 EXCERPT FROM CITY OF DUBLIN STORMWATER MASTER PLAN

STORMWATER

MANAGEMENT PLAN

SA

WM

IL

L

RE

TA

IL

B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

C5.2

UNDERGROUND

DETENTION DETAILS

SA

WM

IL

L

RE

TA

IL

B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

C5.3

UNDERGROUND

DETENTION DETAILS

UGTUGT

UGT

UGT UGT UGT UGTUGT

UGT

UGT UGTUGT UGT

UGT UGTUGT

UGT

UGT

UGT

UGT

UGT

UGEUGE




N = 765291.92'E = 1803006.41'ELEV = 906.49'


STM

STM

STM

STM

STM

STM

W

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN



TOP: 904.27INV. 12" RCP (E): 901.22

(C24

30)

(C24

30)

(C24

30)

TOP: 905.28INV. 12" RCP (S): 903.18

STM

STM

TOP: 905.96INV. 12" RCP (S): 902.86


6" WAT. (GIS)WL1987-71_003

BM #2=906.52'

BM #3=909.37'

BM #1=904.27'

(FRA

-270

-10.

33N)

(FRA

-270

-10.

33N)

BANKER DRIVE


SA

WM

IL

L R

OA

D

(C

IT

Y O

F C

OL

UM

BU

S J

UR

IS

DIC

TIO

N)

UGEUGE

PROPOSED CHASE

BANK

4,173± SF

FFE = 907.90

STORM STRUCTURE TABLE

SANITARY STRUCTURE TABLE

ROOF DRAIN TABLE

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

NORT

H

C6.0

≥

UTILITY NOTES

UTILITY LEGEND

W

SAN

STM

G

UGT

UTILITY CROSSING LEGEND

UGE

UTILITY PLAN

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

C6.1

STORM : D6-B2 STORM : E2-D1

STORM : D3-G2

SA

WM

ILL

RE

TA

IL B

AN

KIN

G C

EN

TE

R

65

15

S

AW

MIL

L R

D.

DU

BL

IN

, O

H 4

30

17



SHEET TITLE

SHEET NUMBER



SEAL

NOT FOR

CONSTRUCTION

GP / EDTW / TM


©

C7.0

TYPICAL HANDICAP STRIPING

N.T.S.

ACCESSIBLE PARKING SIGNAGE

N.T.S.

RESERVED

PARKING

$250 FINE

ACCESSIBLE PARKING SYMBOL

N.T.S.

STANDARD SIGN BASE

N.T.S.

TRAFFIC FLOW ARROW

N.T.S.

STOP BAR

N.T.S.

STANDARD DUTY

ASPHALTIC PAVEMENT SECTION

N.T.S.

CONCRETE SIDEWALK (UNCOLORED)

N.T.S.

COMBINATION CURB & GUTTER

N.T.S.

HEAVY DUTY

ASPHALTIC PAVEMENT SECTION

N.T.S.

SIDEWALK AND SIDEWALK RAMPS

N.T.S.

HEAVY DUTY

CONCRETE PAVEMENT SECTION

N.T.S.

CONSTRUCTION DETAILS

CONCRETE SIDEWALK (INTEGRAL COLOR A)

N.T.S.

PAVEMENT LEGEND

RIGHT OF WAY ASPHALT SECTION

N.T.S.

TRASH CAN

N.T.S.

BENCH

N.T.S.

BIKE RACK

N.T.S.

UGEUGESTM

STM

STM

STM

STM

STM

W

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

STM

STM

908

907

907

908

909

907 906

905

907

908

907

907

907

906

907

906

906

907

907

907

UGE

UGE

D

O

N

O

T

E

N

T

E

R

S

T

O

P

DRIVE

UP

ATM

DRIVE

UP

ATM

STREET TREES -SPECIES BASEDON DUBLINSTREET TREE PLAN

NEP

8HYD

11THU

3ULM

3ACE

7MIS

1VIB

11NEP

3 RELOCATE EXISTING STREET TREES -COORDINATE WITH CITY

11JUN

HEM

8ITV

9CAL

5VIB

SEE SHEET L-1.1 FORENLARGEMENT PLAN

PROPOSEDBUILDING

SITE TRIANGLE

1

1

1

1

1

2

2

2

1

3

1

2SYR

13NEP

23HEM

8NEP

ZEL

JUN

1

SITE TRIANGLE

5

7

17

2

5

5

2

2

5

SEE PLANT LIST FOR SPECIFIC PLANT SPECIES

EVERGREEN TREE

EXISTING TREEEVERGREEN SHRUB

LARGE DECIDUOUS SHRUB

PLANT KEY TYPICALS

SHADE TREE

PERENNIALS

ORNAMENTAL TREE

GROUNDCOVER

DECIDUOUS SHRUB

VICINITY MAP

0 602010 40

1" = 20'NORTH

CONSTRUCTION NOTES:

2

1LAWN AREA, PROVIDE POSITIVE DRAINAGE ACROSS ALLSURFACES.

LANDSCAPE AREA, PROVIDE POSITIVE DRAINAGE ACROSS ALLSURFACES.

(CONTRACTOR RESPONSIBLE FOR ALL PLANTS SHOWN ON PLAN)PLANT LIST

QTY KEY COMMON NAMEBOTANICAL NAME SIZE COND. REMARKSTREES

ACER X FREEMANII ‘SIENNA’ SIENNA GLEN MAPLE 2" CAL.3 ACE B&BB&BULM3 2" CAL.ACCOLADE ELMULMUS 'MORTON' ACCOLADEB&BSYR2 6'-7' HGT.IVORY SILK JAPANESE LILAC TREESYRINGA RETICULATA 'IVORY SILK'

*NOTE: STREET TREE SPECIES SHALL BE FROM THE APPROVED URBAN STREET TREE LIST FOR DUBLIN, OHIO OR OTHER SPECIES APPROVED BY THE CITYFORESTER - ALL STREET TREES SHALL BE PLANTED AT 2.5" CAL.

3 LOCAL WASH GRAVEL - 34" - 1" DIAMETER, MINIMUM 3" DEPTH

LANDSCAPE REQUIREMENTS

REQUIRED PROVIDED

STREET TREES

THERE SHALL BE TREES PLANTED ALONG PUBLICSTREETS OF THE DEVELOPMENT AT 1 SHADETREE PER 40' LF

TREES PLANTED ALONGPUBLIC STREETS

5 TREES ALONG SAWMILL1 EX. TREE ALONG BANKERSWITH 3 TREES RELOCATED -COORDINATE WITH CITY

153.065 (D)(3)

REQUIRED PROVIDED

VEHICULAR USE AREA

ALL VEHICULAR USE AREAS WITHIN 20'-40'OF A PUBLIC ROW SHALL HAVE1 SHADE TREE PER 40 LF, AND5 SHRUBS PER 25 LF

153.065 (D)(5)

A MINIMUM OF 5% OF THE INTERIOR PARKINGLOT AREA SHALL BE LANDSCAPED

1 MEDIUM DECIDUOUS TREE AS DEFINED BYAPPENDIX E SHALL BE PLANTED FOR EVERY 12PARKING SPACES

16,769.37 SF x 5% = 838.47 SF

30 SPACES = 3 TREES

876.11 SF (5.2%)LANDSCAPED AREA

3 TREES

SAWMILL ROAD - 60'2 TREES / 12 SHRUBS

BANKERS DRIVE - 100'3 TREES / 20 SHRUBS

2 TREES12 SHRUBS

3 TREES20 SHRUBS & WALL

REQUIRED PROVIDED

FOUNDATION PLANTING

1 SHRUB PER 10 LF OF BUILDING FACADEFACING A PUBLIC OR PRIVATE STREET OR ANOPEN SPACE

300 LF = 30 SHRUBS 56 SHRUBS

153.065 (D)(7)

REQUIRED PROVIDED

UTILITY SCREENING

A WALL, STRUCTURE, OR VEGETATION USED TOSCREEN STORAGE ENCLOSURES - SHOULD BE 1'TALLER THAN THE HEIGHT OF THE ENCLOSURE

WALL, STRUCTURE, ORVEGETATION - 1' TALLER THANHEIGHT OF THE ENCLOSURE

DECIDUOUS SHRUBSAND GRASSES ALONGTRASH ENCLOSURE

153.065 (E)(3)

REQUIRED PROVIDED

TREE REPLACEMENT

TOTAL NUMBER OF CALIPER INCHES REMOVEDSHALL BE REPLACED INCH FOR INCH WITHTREES AT LEAST 2.5" CAL. OR PAY A FEE IN LIEUOF (1" CAL. = $150)

0" CALIPER INCHES REQUIREDTO REPLACE - ALL EXISTINGTREES ON PREVIOUSDEVELOPMENT PLAN

153.146 (A)

0" CAL. TO BE REPLACED -SEE SHEET L-2.0 FOR MOREINFORMATION

SHRUBSITEA VIRGINICA 'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" HGT.8 ITV CONT.

CONT.JUN16 24" HGT.GREY OWL JUNIPERJUNIPERUS VIRGINIANA 'GREY OWL'CONT.THU11 WR" HGT.FIRE CHIEF ARBORVITAETHUJA OCCIDENTALIS 'CONGABE'CONT.VIB6 36" HGT.BURKWOOD VIBURNUMVIBURNUM × BURKWOODIICONT.HYD8 24" HGT.LITTLE LIME HARDY HYDRANGEAHYDRANGEA PANICULATA 'JANE'

PERENNIALS/ORNAMENTAL GRASSES

HEMEROCALLIS 'STELLA DE ORO' STELLA DE ORO DAYLILY 1 GAL.40 HEM CONT.CONT.NEP39 1 GAL.WALKER'S LOW CATMINTNEPETA X FAASSENII 'WALKER'S LOW'CONT.MIS7 2 GAL.MAIDEN GRASSMISCANTHUS SINENSIS 'GRACILLIMUS'

CALAMAGROSTIS × ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS 2 GAL.9 CAL CONT.

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SHEET TITLE

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SEAL

NOT FOR

CONSTRUCTION

AVTF


L-1.0

OVERALL LANDSCAPE

PLAN

5 ENTRY SIGN - BY OWNER

B&BZEL2 2" CAL.MUSASHINO ZELKOVAZELKOVA SERRATA 'MUSASHINO'B&B5 2.5" CAL.*STREET TREE - SPECIES BASED ON DUBLIN STREET TREE PLAN

*SITE

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0 30105 20

1" = 10'NORTH

(CONTRACTOR RESPONSIBLE FOR ALL PLANTS SHOWN ON PLAN)PLANT LIST

QTY KEY COMMON NAMEBOTANICAL NAME SIZE COND. REMARKSSHRUBS

PERENNIALS/ORNAMENTAL GRASSES

RHAMNUS FRANGULA FINE LINE BUCKTHORN 36" HGT.9 RHA CONT.CONT.TMD10 24" HGT.DENSE SPREADING YEWTAXUS X MEDIA 'DENSIFORMIS'CONT.TMH17 42" HGT.HICK'S YEWTAXUS X MEDIA 'HICKSII'CONT.THU6 24" HGT.FIRE CHIEF ARBORVITAETHUJA OCCIDENTALIS 'CONGABE'

CONT.CAL20 2 GAL.FEATHER REED GRASSCALAMAGROSTIS × ACUTIFLORA 'KARL FOERSTER'CONT.LIR45 1 GAL.SILVERY SUNPROOF LIRIOPELIRIOPE MUSCARI 'SILVERY SUNPROOF'CONT.NEP57 1 GAL.WALKER'S LOW CATMINTNEPETA X FAASSENII 'WALKER'S LOW'CONT.HEM85 1 GAL.STELLA DE ORO DAYLILYHEMEROCALLIS 'STELLA DE ORO'

CONT.HYD12 24" HGT.LITTLE LIME HARDY HYDRANGEAHYDRANGEA PANICULATA 'JANE'CONT.ITV7 24" HGT.HENRY'S GARNET SWEETSPIREITEA VIRGINICA 'HENRY'S GARNET'

1 BUILDING LANDSCAPE ENLARGEMENTSCALE: 1" = 10'

SEE PLANT LIST FOR SPECIFIC PLANT SPECIES

EVERGREEN TREE

EXISTING TREEEVERGREEN SHRUB

LARGE DECIDUOUS SHRUB

PLANT KEY TYPICALS

SHADE TREE

PERENNIALS

ORNAMENTAL TREE

GROUNDCOVER

DECIDUOUS SHRUB

CONSTRUCTION NOTES:

2

1LAWN AREA, PROVIDE POSITIVE DRAINAGE ACROSSALL SURFACES.

LANDSCAPE AREA, PROVIDE POSITIVE DRAINAGEACROSS ALL SURFACES.

CONT.PER17 1 GAL.LITTLE SPIRE DWARF RUSSIAN SAGEPEROVSKIA ATRIPLICIFOLIA 'LITTLE SPIRE'CONT.KNI9 1 GAL.FLAMENCO RED HOT POKERKNIPHOFIA 'FLAMENCO'CONT.COR18 1 GAL.MOONBEAM COREOPSISCOREOPSIS VERTICILLATA 'MOONBEAM'CONT.HOS8 1 GAL.ELEGANS HOSTAHOSTA 'ELEGANS'

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SEAL

NOT FOR

CONSTRUCTION

AVTF


L-1.1

BUILDING LANDSCAPE

ENLARGEMENT

SHRUB PLANTING DETAILN.T.S.

01-1300

6" MIN.

HARDWOOD BARKMULCH COLLAR

PLANTING MIXTURE

REMOVE TOP 1/3 OFBURLAP AND TWINE

SCARIFY 4" DEEP ANDRECOMPACT

DIG PLANTING HOLE TWICE THEDIAMETER OF THE ROOTBALL-BACKFILL WITH MIXTURE 4 PARTSNATIVE SOIL AND 1 PARTORGANIC SOIL CONDITIONER(LEAF COMPOST). PULVERIZE ORCHOP SOIL TO REMOVE CLODSAND CLUMPS

NOTE:THE AMOUNT OF TREE AND SHRUB PRUNINGSHALL BE LIMITED TO THE MINIMUMNECESSARY TO REMOVE DEAD OR INJUREDTWIGS & BRANCHES. RETAIN NORMALSHAPE. REMOVE EXCESS SOIL FROM THETOP OF ROOT MASS. PLANT SHRUBS WITHTOP OF ROOT MASS AT FINISH GRADE.

3

DECIDUOUS TREE N.T.S.

01-1001

NOTE:THE AMOUNT OF TREE AND SHRUB PRUNINGSHALL BE LIMITED TO THE MINIMUMNECESSARY TO REMOVE DEAD OR INJUREDTWIGS & BRANCHES. RETAIN NORMALSHAPE. PLANT TREES AND EVERGREENS SOTHE ROOT FLARE IS 2"- 3" ABOVE FINISHGRADE

DO NOT CUTMAIN LEADER

REMOVE TOP 1/3(12" MIN.) OF

BURLAP AND TWINE

MULCH COLLAR

2" X 2" X 8' WOODSTAKE, 2 PER TREE

FLEXIBLE TREE WEBBINGMATERIAL 34" WIDE-GREEN COLOR

*DIG PLANTING HOLE TWICETHE DIAMETER OF THE

ROOTBALL- BACKFILL WITHMIXTURE 4 PARTS NATIVE

SOIL AND 1 PART ORGANICSOIL CONDITIONER (LEAF

COMPOST). PULVERIZE ORCHOP SOIL TO REMOVE

CLODS AND CLUMPS

2

3 LOCAL WASH GRAVEL - 34" - 1" DIAMETER,

MINIMUM 3" DEPTH

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RELOCATE EXISTING STREET TREES -COORDINATE WITH CITY

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0 602010 40

1" = 20'NORTH

PRESERVATION PLANT KEY

EXISTING MAJOR TREE

EXISTING MAJOR TREE TO BE REMOVED

1. DIAMETER SHOWN ON PLAN SHEET L-2.0REPRESENT THE CRITICAL ROOT ZONE (1' RADIUS PER 1"CALIPER OR 15' WHICHEVER IS GREATER).

GENERAL NOTES

1. 0" CALIPER INCHES OF TREE WHICH ARE REMOVED TOBE REPLACED DUE TO TREE NOT BEING POOR, DEAD,UNDESIRABLE SPECIES, OR NOT ON PREVIOUSDEVELOPMENT PLAN.

TREES REMOVED

#

#

TREE PRESERVATIONN.T.S.

01-1201

HIGH VISIBILITY MEDIUMWEIGHT CONSTRUCTIONBARRIER FENCING ATTACHTO POSTS WITH ZIP TIES AT 1'O.C.

4 X 4 WOOD POST(OPTIONAL)

EXISTING TREEOR TREE MASS

NOTES:· INSPECTION OF INSTALLATION IS REQUIRED CALL (614) 410- 4600· THE CITY IS TO BE CONTACTED IF FENCE LOCATION NEEDS TO BEADJUSTED OR PRIOR TO ANY ENCROACHEMNT OF PRESERVATION AREA

CRITICAL ROOT ZONE (CRZ)1 FOOT FOR EVERY INCH OFDIAMETER BREAST HEIGHT(DBH) OVER 6 INCHCALIPER TREE

STEEL FENCE STAKE AT 6'O.C.

CRI

TICA

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OT

ZON

E (C

RZ)

CRI

TICA

L RO

OT

ZON

E (C

RZ)

2 X 4 WOOD RAILS(OPTIONAL)

EXISTING GRADE

5'SQUARE

CRZ OR 15'RADIUSWHICHEVER ISGREATER

STORAGE OF MATERIALSOR CONSTRUCTIONTRAFFIC IS PROHIBITED

1

TREE PRESERVATION FENCE

CONSTRUCTION NOTES:4 TREE PRESERVATION FENCE - SEE DETAIL 1, THIS SHEET

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SEAL

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AVTF


L-2.0

TREE PRESERVATION /

REMOVAL PLAN

AutoCAD SHX TextT

46'-0

"

100'-2"

SAWMILL ROAD

BANK

ER D

RIVE

CASHPRINT

DATA

MANUALTRANS.

SOLU

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#155

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PCS1

BOOTH4

BOOTH3

PCS2

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MOTORIZEDSCRIM

MOTORIZEDSCRIM

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60 x

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54 x

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JAN

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