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

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.

AB ANCHOR BOLT

ADA AMERICANS WITHDISABILITIES ACT

ADD ADDENDUMADJ ADJACENTAGG AGGREGATEAL ALIGNALT ALTERNATEALUM ALUMINUMAPPR APPROXIMATEARCH ARCHITECTAUTO AUTOMATIC

AWC ALIGN WITH CENTER

B&B BALLED ANDBURLAPPED

BC BACK OF CURBBEL BELOWBET BETWEENBIT BITUMINOUSBLDG BUILDINGBOT BOTTOMBRK BRICKBS BOTH SIDESBTC BOTTOM OF CURB

BTF BOTTOM OFFOOTING

BTS BOTTOM OF STEPSBTW BOTTOM OF WALLBW BACK OF WALLBYND BEYONDCAL CALIPERCB CATCH BASINCIP CAST IN PLACECJ CONTROL JOINTCL CENTER LINE

CMU CONCRETEMASONRY UNIT

CO CLEANOUTCOL COLUMNCONC CONCRETECONT CONTINUOUSCT CLEAR TRUNKCTR CENTER

DBH DIAMETER ATBREAST HEIGHT

DEM DEMOLISHDIA DIAMETERDIM DIMENSIONDTL DETAILDWG DRAWINGEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALENC ENCLOSUREENG ENGINEER

EOP EDGE OF PAVEMENT

EQ EQUALEQUIP EQUIPMENTEW EACH WAY

EXT EXISTING EXTERIOR

FB FACE OF BUILDINGFC FACE OF CURB

FFE FINISH FLOORELEVATION

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

POB POINT OFBEGINNING

PP PEAT POTSPPP PLANTS PER POTPROP PROPOSED

PRTR PRESERVATIVEPREATED

PT POINT

PTP PRESSURETREATED PINE

PW POTABLE WATERPVMT PAVEMENTQC QUICK COUPLERQTY QUANTITYR RADIUSRD ROUNDREINF REINFORCEDREM REMOVEREQD REQUIREDREV REVISIONRIM RIM ELEVATIONSCH SCHEDULESEC SECTIONSHT SHEETSIM SIMILARSNT SEALANTSPEC SPECIFICATIONSPR SPREADSS STAINLESS STEELST SINGLE TRUNKSTD STANDARDSTRUC STRUCTURALSQ SQUARE

TBD TO BE DETERMINED

TC TOP OF CURB

TCB TOP OF COLUMNBASE

TCM TOP OF COLUMNTEMP TEMPERATURETF TOP OF FOOTINGTS TOP OF STAIRSTW TOP OF WALLTYP TYPICALUC UNDER CUT

UNO UNLESS NOTEDOTHERWISE

VERT VERTICALVIF VERIFY IN FIELDW/ WITHW/0 WITHOUT

WLA WATER LEVELAVERAGE

WLS WATER LEVELSTATIONARY

WM WIRE MESHWP WATERPROOFING

WR WASTERECEPTACLE

WWF WELDED WIREFABRIC

GENERAL ALL SHEETS

CENTERLINE

LOW PROJECT LIMITS / LIMIT OF WORK

BREAKLINE

PLATANUS x ACERIFOLIASIZE: 6" CALIPER CONDITION: B&B,SPECIMEN

ELEVATION

DIMENSION

RADIUS

FLOODLIGHT

SPOTLIGHT

ILLUMINATED HANDRAIL

LIGHT FIXURE

POST TOP LIGHT - PATHWAYS

EXISTING TREE TO REMAIN

1L6.01

DETAIL NUMBERDETAIL CUTSHEET NUMBER

1L7.01

DETAIL NUMBERSECTION CUTSHEET NUMBER

DETAIL NUMBERELEVATION CUTSHEET NUMBER

L5.011

000.00

TW 110.00

(100.00)

• • • • • •

DEMO PLAN

TREE TO BE REMOVED

LIGHT TO BE REMOVED

TREE PROTECTION FENCE

client / owner

project name

project address

RIVERSIDE PARKWEST PLAZA SITEIMPROVEMENTS

LANDSCAPE ARCHITECTURE + URBAN PLANNING

High StreetDublin, OH

CITY OF DUBLIN OHIO

462 SOUTH LUDLOW ALLEYCOLUMBUS, OH 43215614 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

100% CONSTRUCTIONDOCUMENTS

LANDSCAPE ARCHITECT

MKSK462 S. Ludlow AlleyColumbus, OH 43215p 614 621.2796

ENGINEER & SURVEYOR

EMH&T550 New Albany RoadColumbus, OH 43054p 614 775.4500

ARCHITECT/ENGINEER

ENDRES STUDIOS4053 Harlan StreetSuite 113Emeryville, CA 94608

p 510 898.6960

ELECTRICAL ENGINEER

KLH333 East MainSuite 175Lexington, KY 40507p 859 410.2575

GEOTECHNICAL ENGINEER

S&ME6190 Enterprise CourtDublin, OH 43016p 614 793.2226

10/13/17 ADDENDUM 11

10/20/17 ADDENDUM 22

NOTES ANDLEGENDS

NOT TO SCALENOMENCLATURE PLAN

D HANDRAIL

GHT - PATHW

REE TO REMA

SPECIMEN

ELEVATION

DIMENSION

RADIUS

LOODLIGHT

SPOTLIGHT

LLUMINATED

IGHT FIXUR

POST TOP LIG

EXISTING TR

00.0000

Abutment 7

S2/E3G3

PEDESTRIAN BRIDGE

PAVILION/ UPPER PLAZALOWER PLAZA

RIVERSIDE DR.

GREAT LAWN

FDWY FDWY FDWYFDWY FDWY FDWY FDWY FDWY FDWY FDWY FDWY FDWY FDWY FDWY FDWY FDWY

FDWYFDWY

YR100 YR

100 YR

100 YR100 YR

100 YR

100 YR100 YR100 YR

100 YR100 YR100 YR100 YR100 YR100 YR100 YR100 YR

100 YR100 YR100 YR100 YR100 YR100 YR100 YR

100 YR100 YR100 YR

500 YR

500 YR500 YR

500 YR 500 YR 500 YR 500 YR 500 YR 500 YR500 YR

500 YR 500 YR 500 YR500 YR 500 YR 500 YR

500 YR500 YR

500 YR 500 YR500 YR

500 YR500 YR

500 YR

500 YR 500 YR

3L8.01

4L8.01

2L8.01

L9.011

1L8.01

RIVERSIDE DRIVE: BYPASS

RIVERSIDE DRIVE

SCIOTO RIVER

10'-0"10'-4"

10'-0"

RIVERSIDE DRIVE

LIMIT OF WORK

client / owner

project name

project address

DUBLIN RIVERSIDEPARK - EAST PARKPHASE 01

Riverside DriveDublin, OH

landscape architect

architect

THE COLUMBUSARCHITECTURAL STUDIO375 N. Front StreetSuite 350Columbus, OH 43215p 614 541.2801

engineer & surveyor

mechanical engineer

HAWA980 Old Henderson RoadColumbus, OH 43220p 614 451.1711

electrical engineer

irrigation design

LANDTECH DESIGN8420 Zionsville RoadIndianapolis, IN 46268p 314 541.2779

geotechnical engineer

structural engineer

SMBH1166 Dublin RoadColumbus, OH 43215p 614 481.9800

water feature

AQUATIC CREATIONS, INC.41725 Elm Street, Suite 301Murrieta, CA, 92562p 951.698.9008

CITY OF DUBLIN OHIO

sheet number

sheet name

XX.XX.XXXX ......... SET

12.19.2017 c12058.07

Not For Construction

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

DESIGNDEVELOPMENT

SUBMITTAL

MATERIAL PLAN

Scale: 1" = 20'-0" 0' 20'10' 40'

MATERIAL PLAN

BRICK PAVING

MATERIALS LEGEND

CONCRETE PAVING

SLOPED STONE WALL

PLANT BED

PAVER TREE GRATE

GRANITE PAVING

GRANITE COBBLE

MONOLITHIC GRANITESEATING

FLAG STONE

ASPHALT PAVING

WATER FEATURE

LIGHTING LEGEND

PATHWAY POST TOP LIGHT

PLAZA POST TOP LIGHT

UPLIGHT / ACCENT LIGHT

FDWYFDWY

FDWYFDWY FDWY

100 YR

100 YR100 YR

100 YR

100 YR100 YR

100 YR

100 YR100 YR

100 YR

100 YR100 YR100 YR100 YR

100 YR

100 YR100 YR

100 YR

500 YR

500 YR500 YR

500 YR

500 YR 500 YR500 YR 500 YR

500 YR

500 YR 500 YR

500 YR

500 YR500 YR

500 YR

1L8.03

L9.015

1L8.02

1L8.04

1L8.02

L7.032

2L8.03

L9.013

5L8.01

L7.022

L7.031

L7.021

L9.014

L9.016

SCIOTO RIVER

NEW PEDESTRIAN BRIDGE

RIVERSIDE DRIVE

L7.032

L9.021

L9.023

L9.022

10'-0"

12'-0"

RIVERSIDE DRIVE

LIMIT OF WORK

LIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK

client / owner

project name

project address

landscape architect

architect

engineer & surveyor

mechanical engineer

electrical engineer

irrigation design

structural engineer

water feature

CITY OF DUBLIN OHIO

sheet number

sheet name

12.19.2017 c12058.07

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

DESIGNDEVELOPMENT

SUBMITTAL

MATERIALS PLAN

Scale: 1" = 20'-0" 0' 20'10' 40'

MATERIAL PLAN

BRICK PAVING

MATERIALS LEGEND

CONCRETE PAVING

SLOPED STONE WALL

PLANT BED

PAVER TREE GRATE

GRANITE PAVING

GRANITE COBBLE

FLAG STONE

ASPHALT PAVING

WATER FEATURE

LIGHTING LEGEND

FDWY FDWY FDWY

FDWYFDWY

100 YR

100 YR100 YR

100 YR

100 YR100 YR100 YR

100 YR

100 YR100 YR

100 YR100 YR100 YR

100 YR100 YR

100 YR

500 YR

500 YR500 YR

500 YR

500 YR 500 YR

500 YR

500 YR500 YR

500 YR

500 YR500 YR

500 YR

500 YRAD

L7.011

2L8.05

1L8.05

L9.011

L9.021 L9.02

3L9.02

SCIOTO RIVER

RIVERSIDE DRIVE

10'-0"

RIVERSIDE DRIVE

LIMIT OF WORK

5L8.01

client / owner

project name

project address

landscape architect

architect

engineer & surveyor

mechanical engineer

electrical engineer

irrigation design

structural engineer

water feature

CITY OF DUBLIN OHIO

sheet number

sheet name

12.19.2017 c12058.07

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

DESIGNDEVELOPMENT

SUBMITTAL

MATERIAL PLAN

Scale: 1" = 20'-0" 0' 20'10' 40'

MATERIAL PLAN

BRICK PAVING

MATERIALS LEGEND

CONCRETE PAVING

SLOPED STONE WALL

PLANT BED

PAVER TREE GRATE

GRANITE PAVING

GRANITE COBBLE

FLAG STONE

ASPHALT PAVING

WATER FEATURE

LIGHTING LEGEND

FDWYFDWY

100 YR

100 YR100 YR

100 YR

100 YR100 YR

100 YR

100 YR100 YR100 YR

100 YR

100 YR100 YR100 YR

100 YR

100 YR100 YR

100 YR

500 YR500 YR 500 YR

500 YR

500 YR 500 YR

500 YR

500 YR 500 YR

500 YR

500 YR 500 YR500 YR

500 YR 500 YR

500 YR

500 YR 500 YR

500 YR

500 YR 500 YR500 YR

500 YR

SCIOTO RIVER

RIVERSIDE DRIVE

TULLER

RIVERSIDE DRIVE

LIMIT OF WORK

client / owner

project name

project address

landscape architect

architect

engineer & surveyor

mechanical engineer

electrical engineer

irrigation design

structural engineer

water feature

CITY OF DUBLIN OHIO

sheet number

sheet name

12.19.2017 c12058.07

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

DESIGNDEVELOPMENT

SUBMITTAL

MATERIAL PLAN

Scale: 1" = 20'-0" 0' 20'10' 40'

MATERIAL PLAN

BRICK PAVING

MATERIALS LEGEND

CONCRETE PAVING

SLOPED STONE WALL

PLANT BED

PAVER TREE GRATE

GRANITE PAVING

GRANITE COBBLE

FLAG STONE

ASPHALT PAVING

WATER FEATURE

LIGHTING LEGEND

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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