GRADING PLAN PERFORATED SUB-DRAIN CLEAN OUT PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION INTERMEDIATE CONTOURS INDEX CONTOURS EXISTING INTER. CONTOURS EXISTING INDEX CONTOURS SWALES & DITCHES INLET PROTECTION SILT FENCING LIMITS OF GRADING GENERAL TOPO FEATURES TREE PROTECTION FENCING LAYOUT PLAN CONTROL JOINT EXPANSION JOINT SUB-SLAB CONSTRUCTION JOINT PAVEMENT RETENTION ANGLE 1. THE PLANS ASSUME THAT THE LAYOUT AND STAKING WILL BE ACCOMPLISHED USING TOTAL STATIONING/ DIGITAL METHODS. ANY INFORMATION PROVIDED IS INTENDED TO SUPPORT INFORMATION ALREADY CONTAINED IN CAD FILES USED FOR DOCUMENTING LAYOUT AND STAKING. CAD FILES DELINEATING ALL GRADING AND HARDSCAPE ELEMENT SHOWN IN THESE PLANS CAN BE PROVIDED TO THE CONTRACTOR UPON REQUEST. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIRED AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THEIR PERSPECTIVE WORK. 5. ALL DIMENSIONS SHOWN REFERENCE EDGE OF PAVEMENTS, THE FACE OF CURBS AND THE FACE OF STRUCTURES UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND CITY PRACTICES. EGRESS AND INGRESS TO ALL BUILDINGS MUST BE MAINTAINED AT ALL TIMES. 7. ALL AREAS WITHIN THE DRIPLINES OF TREES SHALL REMAIN FREE OF CONSTRUCTION MATERIALS, DEBRIS, VEHICLES AND FOOT TRAFFIC AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING OUTSIDE THE DRIPLINE TO PROTECT EXISTING TREES AND PLANT MATERIAL TO REMAIN. ALL WORK INDICATED TO BE PERFORMED WITHIN THE DRIPLINE OF TREES SHALL BE DONE BY HAND AND CARE SHALL BE TAKEN TO MINIMIZE DISTURBANCE TO THE ROOTS. 8. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS, REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IF ANY PINS OR MONUMENTS ARE DISTURBED, DAMAGED, OR DESTROYED BY THE CONTRACTOR, THEY SHALL BE ACCURATELY REPLACED BY A REGISTERED PROFESSIONAL SURVEYOR AT THE COMPLETION OF THE PROJECT AND AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR TO PROVIDE TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL ITEMS AS REQUIRED BY GOVERNING AGENCY, AS REQUIRED BY PERMIT, AS INDICATED ON THE PLANS, AND AS NOTED IN THE SPECIFICATIONS. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL ITEMS PRIOR TO CLEARING AND COMMENCING EARTHWORK. 10. ALL STORMWATER BMP'S SHALL BE INSPECTED ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A 0.5 INCH OR GREATER RAINFALL BY CONTRACTOR. CLEAN SEDIMENT BASINS AND CATCH BASINS AS REQUIRED TO MAINTAIN EFFECTIVENESS OR AS DIRECTED. 11. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM CITY AND AUTHORITIES HAVING JURISDICTION. 12. SALVAGEABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS INDICATED TO BE SALVAGED AND RETURN TO OWNER. 13. PROVIDE APPROPRIATE CONTROL MEASURES DURING CONSTRUCTION TO PREVENT AIRBORNE DUST TO ADJACENT CITY PROPERTIES AND WALKWAYS. 14. REMOVE ALL SOD AND EXTRANEOUS MATERIAL AND DISPOSE OFF OF OWNER PROPERTY. 15. CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE GENERAL CONTRACTOR. 16. CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED TRADES AND THE GENERAL CONSTRUCTION OF THE PROJECT SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK OF OTHERS OR THE CONTRACTORS OWN WORK. 17. EACH CONTRACTOR SHALL VERIFY THE CONDITION AND COMPLETENESS OF ALL WORK PERFORMED BY OTHERS IN RELATION TO THEIR PROJECT WORK RESPONSIBILITIES INCLUDING THE CHECKING OF EXISTING ELEVATIONS OR STRUCTURES PRIOR TO INITIATING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF ANY SITE CONDITIONS ARE INCOMPLETE, MISSING OR DAMAGED. AB ANCHOR BOLT ADA AMERICANS WITH DISABILITIES ACT ADD ADDENDUM ADJ ADJACENT AGG AGGREGATE AL ALIGN ALT ALTERNATE ALUM ALUMINUM APPR APPROXIMATE ARCH ARCHITECT AUTO AUTOMATIC AWC ALIGN WITH CENTER B&B BALLED AND BURLAPPED BC BACK OF CURB BEL BELOW BET BETWEEN BIT BITUMINOUS BLDG BUILDING BOT BOTTOM BRK BRICK BS BOTH SIDES BTC BOTTOM OF CURB BTF BOTTOM OF FOOTING BTS BOTTOM OF STEPS BTW BOTTOM OF WALL BW BACK OF WALL BYND BEYOND CAL CALIPER CB CATCH BASIN CIP CAST IN PLACE CJ CONTROL JOINT CL CENTER LINE CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN CONC CONCRETE CONT CONTINUOUS CT CLEAR TRUNK CTR CENTER DBH DIAMETER AT BREAST HEIGHT DEM DEMOLISH DIA DIAMETER DIM DIMENSION DTL DETAIL DWG DRAWING EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ENC ENCLOSURE ENG ENGINEER EOP EDGE OF PAVEMENT EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXT EXISTING EXTERIOR FB FACE OF BUILDING FC FACE OF CURB FFE FINISH FLOOR ELEVATION FG FINISH GRADE FIN FINISH FW FACE OF WALL FT FOOT, FEET FTG FULL TO GROUND GA GAUGE GAL GALLON GALV GALVANIZED GRT GRATE ELEVATION HB HOSE BIB HC HANDICAPPED HORZ HORIZONTAL HP HIGH POINT HT HEIGHT ID INSIDE DIAMETER IDR INLET DRAIN IN INCH, INCHES INC INCLUDED INT INTERIOR INV INVERT JB JUNCTION BOX LP LOW POINT LT LIGHT FIXTURE MANF MANUFACTURER MAX MAXIMUM MECH MECHANICAL MED MEDIUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MS MULTI-STEM NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER PCC PRECAST CONCRETE PERF PERFORATED PERP PERPENDICULAR PIP POURED IN PLACE PLT PLANTING AREA PLUM PLUMBING POB POINT OF BEGINNING PP PEAT POTS PPP PLANTS PER POT PROP PROPOSED PRTR PRESERVATIVE PREATED PT POINT PTP PRESSURE TREATED PINE PW POTABLE WATER PVMT PAVEMENT QC QUICK COUPLER QTY QUANTITY R RADIUS RD ROUND REINF REINFORCED REM REMOVE REQD REQUIRED REV REVISION RIM RIM ELEVATION SCH SCHEDULE SEC SECTION SHT SHEET SIM SIMILAR SNT SEALANT SPEC SPECIFICATION SPR SPREAD SS STAINLESS STEEL ST SINGLE TRUNK STD STANDARD STRUC STRUCTURAL SQ SQUARE TBD TO BE DETERMINED TC TOP OF CURB TCB TOP OF COLUMN BASE TCM TOP OF COLUMN TEMP TEMPERATURE TF TOP OF FOOTING TS TOP OF STAIRS TW TOP OF WALL TYP TYPICAL UC UNDER CUT UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/0 WITHOUT WLA WATER LEVEL AVERAGE WLS WATER LEVEL STATIONARY WM WIRE MESH WP WATERPROOFING WR WASTE RECEPTACLE WWF WELDED WIRE FABRIC GENERAL ALL SHEETS ALIGN ALIGN CENTERLINE LOW PROJECT LIMITS / LIMIT OF WORK BREAKLINE PLATANUS x ACERIFOLIA SIZE: 6" CALIPER CONDITION: B&B, SPECIMEN ELEVATION DIMENSION RADIUS FLOODLIGHT SPOTLIGHT ILLUMINATED HANDRAIL LIGHT FIXURE POST TOP LIGHT - PATHWAYS EXISTING TREE TO REMAIN A 1 L6.01 DETAIL NUMBER DETAIL CUT SHEET NUMBER 1 L7.01 DETAIL NUMBER SECTION CUT SHEET NUMBER DETAIL NUMBER ELEVATION CUT SHEET NUMBER L5.01 1 ALIGN 1" R 5 8 " ALIGN 000.00 PERF CO TW 110.00 (100.00) •• •• •• DEMO PLAN TREE TO BE REMOVED LIGHT TO BE REMOVED TREE PROTECTION FENCE TPF TPF P:\2012\c12058.07-Dublin-Riverside Park\CAD\Current\East Plaza CDs\Sheets\c12058.07-East Park Phase 01 -Notes and Legends.dwg Dec 19, 2017 - 5:46pm-mstacksimone 17 A 17 A client / owner project name project address RIVERSIDE PARK WEST PLAZA SITE IMPROVEMENTS LANDSCAPE ARCHITECTURE + URBAN PLANNING High Street Dublin, OH CITY OF DUBLIN OHIO 462 SOUTH LUDLOW ALLEY COLUMBUS, OH 43215 614 6212796 MKSKSTUDIOS.COM sheet number sheet name issue date project number revision date issued 9/15/17 ISSUED FOR BIDDING 09.15.2017 c12058.07 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 B C D E F G H I J K L M N B C D E F G H I J K L M N 100% CONSTRUCTION DOCUMENTS LANDSCAPE ARCHITECT MKSK 462 S. Ludlow Alley Columbus, OH 43215 p 614 621.2796 ENGINEER & SURVEYOR EMH&T 550 New Albany Road Columbus, OH 43054 p 614 775.4500 ARCHITECT/ENGINEER ENDRES STUDIOS 4053 Harlan Street Suite 113 Emeryville, CA 94608 p 510 898.6960 ELECTRICAL ENGINEER KLH 333 East Main Suite 175 Lexington, KY 40507 p 859 410.2575 GEOTECHNICAL ENGINEER S&ME 6190 Enterprise Court Dublin, OH 43016 p 614 793.2226 10/13/17 ADDENDUM 1 1 10/20/17 ADDENDUM 2 2 NOTES AND LEGENDS L0.01 NOT TO SCALE NOMENCLATURE PLAN WAYS AIN T D HANDRAIL E GHT - PATHW REE TO REMA SPECIMEN ELEVATION DIMENSION RADIUS LOODLIGHT SPOTLIGHT LLUMINATED IGHT FIXUR POST TOP LIG EXISTING TR S E D R F S IL L P E 1" R 5 8 " 00.00 00 C1 G4 Abutment 7 S2/E3 G3 E1 E2 D4 PEDESTRIAN BRIDGE PAVILION/ UPPER PLAZA LOWER PLAZA RIVERSIDE DR. GREAT LAWN
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171219 Riverside Park East Phase One 45 Percent · 12/17/2017 · contractor. clean sediment basins and catch basins as required to maintain effectiveness or as directed. 11. do
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GRADING PLAN
PERFORATED SUB-DRAIN
CLEAN OUT
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
INTERMEDIATE CONTOURS
INDEX CONTOURS
EXISTING INTER. CONTOURS
EXISTING INDEX CONTOURS
SWALES & DITCHES
INLET PROTECTION
SILT FENCING
LIMITS OF GRADING
GENERAL TOPO FEATURES
TREE PROTECTION FENCING
LAYOUT PLAN
CONTROL JOINT
EXPANSION JOINT
SUB-SLAB CONSTRUCTION JOINT
PAVEMENT RETENTION ANGLE
1. THE PLANS ASSUME THAT THE LAYOUT AND STAKING WILL BEACCOMPLISHED USING TOTAL STATIONING/ DIGITAL METHODS. ANYINFORMATION PROVIDED IS INTENDED TO SUPPORT INFORMATIONALREADY CONTAINED IN CAD FILES USED FOR DOCUMENTING LAYOUTAND STAKING. CAD FILES DELINEATING ALL GRADING AND HARDSCAPEELEMENT SHOWN IN THESE PLANS CAN BE PROVIDED TO THECONTRACTOR UPON REQUEST.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVESFAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COSTINCURRED DUE TO DAMAGE OF SAID UTILITIES.
3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIREDAND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONSOF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIESHAVING JURISDICTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITHSUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THEIR PERSPECTIVEWORK.
5. ALL DIMENSIONS SHOWN REFERENCE EDGE OF PAVEMENTS, THE FACEOF CURBS AND THE FACE OF STRUCTURES UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURESDURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLICACCORDING TO ALL APPLICABLE CODES AND CITY PRACTICES. EGRESSAND INGRESS TO ALL BUILDINGS MUST BE MAINTAINED AT ALL TIMES.
7. ALL AREAS WITHIN THE DRIPLINES OF TREES SHALL REMAIN FREE OFCONSTRUCTION MATERIALS, DEBRIS, VEHICLES AND FOOT TRAFFIC ATALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY FENCINGOUTSIDE THE DRIPLINE TO PROTECT EXISTING TREES AND PLANTMATERIAL TO REMAIN. ALL WORK INDICATED TO BE PERFORMEDWITHIN THE DRIPLINE OF TREES SHALL BE DONE BY HAND AND CARESHALL BE TAKEN TO MINIMIZE DISTURBANCE TO THE ROOTS.
8. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,PROPERTY CORNERS, REFERENCE POINTS, STAKES AND OTHERSURVEY REFERENCE MONUMENTS OR MARKERS. IF ANY PINS ORMONUMENTS ARE DISTURBED, DAMAGED, OR DESTROYED BY THECONTRACTOR, THEY SHALL BE ACCURATELY REPLACED BY AREGISTERED PROFESSIONAL SURVEYOR AT THE COMPLETION OF THEPROJECT AND AT THE CONTRACTOR'S EXPENSE.
9. CONTRACTOR TO PROVIDE TEMPORARY AND PERMANENT EROSIONAND SEDIMENT CONTROL ITEMS AS REQUIRED BY GOVERNING AGENCY,AS REQUIRED BY PERMIT, AS INDICATED ON THE PLANS, AND AS NOTEDIN THE SPECIFICATIONS. INSTALL TEMPORARY EROSION AND SEDIMENTCONTROL ITEMS PRIOR TO CLEARING AND COMMENCING EARTHWORK.
10. ALL STORMWATER BMP'S SHALL BE INSPECTED ONCE EVERY SEVENDAYS AND WITHIN 24 HOURS OF A 0.5 INCH OR GREATER RAINFALL BYCONTRACTOR. CLEAN SEDIMENT BASINS AND CATCH BASINS ASREQUIRED TO MAINTAIN EFFECTIVENESS OR AS DIRECTED.
11. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIEDOR USED FACILITIES WITHOUT PERMISSION FROM CITY ANDAUTHORITIES HAVING JURISDICTION.
12. SALVAGEABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS INDICATEDTO BE SALVAGED AND RETURN TO OWNER.
13. PROVIDE APPROPRIATE CONTROL MEASURES DURING CONSTRUCTIONTO PREVENT AIRBORNE DUST TO ADJACENT CITY PROPERTIES ANDWALKWAYS.
14. REMOVE ALL SOD AND EXTRANEOUS MATERIAL AND DISPOSE OFF OFOWNER PROPERTY.
15. CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITHTHE GENERAL CONTRACTOR.
16. CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED TRADESAND THE GENERAL CONSTRUCTION OF THE PROJECT SO AS NOT TOIMPEDE THE PROGRESS OF THE WORK OF OTHERS OR THECONTRACTORS OWN WORK.
17. EACH CONTRACTOR SHALL VERIFY THE CONDITION ANDCOMPLETENESS OF ALL WORK PERFORMED BY OTHERS IN RELATIONTO THEIR PROJECT WORK RESPONSIBILITIES INCLUDING THE CHECKINGOF EXISTING ELEVATIONS OR STRUCTURES PRIOR TO INITIATINGCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEOWNER'S REPRESENTATIVE IF ANY SITE CONDITIONS ARE INCOMPLETE,MISSING OR DAMAGED.
FG FINISH GRADEFIN FINISHFW FACE OF WALLFT FOOT, FEETFTG FULL TO GROUNDGA GAUGEGAL GALLONGALV GALVANIZEDGRT GRATE ELEVATIONHB HOSE BIBHC HANDICAPPEDHORZ HORIZONTALHP HIGH POINTHT HEIGHTID INSIDE DIAMETERIDR INLET DRAININ INCH, INCHESINC INCLUDEDINT INTERIORINV INVERTJB JUNCTION BOXLP LOW POINTLT LIGHT FIXTUREMANF MANUFACTURER
MAX MAXIMUMMECH MECHANICALMED MEDIUMMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMS MULTI-STEMNIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALEOA OVERALLOC ON CENTER
OD OUTSIDE DIAMETER
PCC PRECASTCONCRETE
PERF PERFORATEDPERP PERPENDICULARPIP POURED IN PLACEPLT PLANTING AREAPLUM PLUMBING