Download - 101253 - Dublin, Ohiodublinohiousa.gov/dev/dev/wp-content/uploads/2017/01/17... · 2017. 1. 17. · STREETSCAPE TREE-BY OTHERS GENERAL NOTES ABBREVIATIONS @ AC AD AG AGW AM AP B&B

DRAWING NOTES1. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODEREQUIREMENTS, AND APPLICABLE REQUIREMENTS OF OTHER REGULATORY AGENCIES.

2. UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS,STANDARDS, MANUFACTURERS' INSTRUCTIONS, OR REQUIREMENTS OF REGULATORYAGENCIES, WHEN USED TO SPECIFY REQUIREMENTS FOR MATERIALS OF DESIGNELEMENTS SHALL MEAN THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OFSUBMISSION OF BIDS, OR THE DATE OF THE CHANGE ORDER OR FIELD ORDERS, ASAPPLICABLE.

3. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE WORKINDICATED ON THE LANDSCAPE DRAWINGS IN ACCORDANCE WITH THE INTERNATIONALBUILDING CODE AND NFPA 101-LIFE SAFETY CODE-2006.

4. REFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

5. REPORT DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS TO THE ARCHITECT FORCLARIFICATIONS AND ADJUSTMENTS BEFORE COMMENCING WORK. ANY DEVIATIONS ORCHANGES IN THESE DRAWINGS WITHOUT WRITTEN ACCEPTANCE OF THE ARCHITECTSHALL ABSOLVE THE ARCHITECT OF ANY AND ALL RESPONSIBILITY OF SAID DEVIATION ANDCHANGE.

6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

7. ROUGH GRADING WORK WILL BE REVIEWED AND ACCEPTED BY THE ARCHITECT PRIORTO COMMENCEMENT OF SOIL PREPARATION WORK. DO NOT BEGIN SOIL PREPARATIONWORK OR FINISH GRADING WORK BEFORE ROUGH GRADING IS ACCEPTED BY THEARCHITECT.

8. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIRAPPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THEARCHITECT AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVEBEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY ANDCOMPLETENESS OF THE INFORMATION SHOWN. THE EXACT LOCATION AND ELEVATION OFUTILITIES SHALL BE DETERMINED BY THE CONTRACTOR.

9. IF LIVE UTILITIES ARE ENCOUNTERED, NOT INDICATED PREVIOUSLY, PROTECT THE SAMEFROM DAMAGE AND IMMEDIATELY NOTIFY THE OWNER AND THE AFFECTED UTILITYPROVIDER. DO NOT PROCEED UNTIL FURTHER INSTRUCTIONS ARE RECEIVED.

10. BACKFILL UTILITY LINES EXPOSED BY WORK OPERATIONS AND REPAIR BEDDING ANDBACKFILL MATERIAL OF UTILITIES THAT IS DISPLACED AND DAMAGED DURING WORK.REPLACE CONTAMINATED MATERIALS WITH NEW MATERIALS MATCHING THE EXISTINGMATERIALS.

11. MAKE TRANSITIONS BETWEEN CHANGES IN PAVING SMOOTH AND GRADUAL WITH NOSHARP OR ABRUPT CHANGES UNLESS SHOWN OTHERWISE.

12. SET STRAIGHT LINE GRADES BETWEEN ELEVATIONS UNLESS OTHERWISE SHOWN.

13. PITCH IN DRAIN PIPES SHALL BE CONSTANT FROM INVERT ELEVATION TO INVERTELEVATION.

14. DIMENSIONS INDICATED ON PLANS ARE FOR HORIZONTAL CONTROL ARE ACCURATE IFMEASURED ON A LEVEL LINE. MEASURE HORIZONTAL CONTROL DIMENSIONS ON A LEVELLINE, NOT PARALLEL WITH GROUND SLOPE.

15. OBTAIN AESTHETIC ACCEPTANCE FROM THE ARCHITECT OF FINISH GRADING PRIOR TOPLANTING.

16. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITRY, AND REFER TO THESPECIFICATIONS FOR THE LIGHT FIXTURE SCHEDULE.

17. COORDINATE PENETRATIONS REQUIRED FOR IRRIGATION AND SUBDRAINAGE ANDELECTRICAL WORK WITH CONCRETE WORK.

18. PLANTS AND WOOD CHIP MULCH ARE NOT SHOWN ON SOME DETAILS FOR PURPOSESOF CLARITY. SEE PLANTING PLAN FOR PLANT MATERIAL AREAS AND SEE TYPICAL PLANTINGAREA DETAILS AND SPECIFICATIONS FOR LIMIT OF WOOD CHIP MULCH.

19. REFER TO CIVIL DRAWINGS FOR SANITARY SEWER LINES AND STORM DRAIN LINES ANDOTHER UTILITY LINES.

20. PROTECT EXISTING STRUCTURES AND SERVICES TO REMAIN INCLUDING BUT NOTLIMITED TO: UTILITIES, WALLS, STAIRS, AND RAMPS.

21. ARCHITECT TO ACCEPT LOCATIONS FOR FOOTING POURS OF LIGHT POLES IN THE FIELDPRIOR TO POUR.

22. WORK IN PUBLIC RIGHT-OF-WAY SHOWN FOR REFERENCE ONLY.VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

23. PROVIDE MOCK-UPS FOR APPROVAL BY ARCHITECT FOR ALL PAVING, WALLS, STAIRS,WATER FEATURES, GREEN WALLS, LIGHTING ELEMENTS, CUSTOM SITE FURNISHINGS, ANDSTRUCTURES.

24. ALL STRUCTURAL SITE ELEMENTS SUCH AS WALLS, FOOTINGS, SUB-SLABS, RAILINGS,CANOPY STRUCTURES, ETC. ARE TO BE ENGINEERED BASED ON THESE DRAWINGS ANDAPPROVED BY STRUCTURAL ENGINEER.

25. ALL WATER FEATURE MECHANICAL ELEMENTS ARE TO BE DESIGNED AND APPROVED BYMECHANICAL ENGINEER.

26. ALL DRAINAGE ELEMENTS SUCH AS PIPING, DRAINS AND RAIN GARDENS ARE TO BEENGINEERED BASED ON THESE DRAWINGS AND APPROVED BY CIVIL ENGINEER.

SOIL

MATERIALS

ABBREVIATIONSBLDGBOCBNBPBWCALCBCCCHCJCLCLRCOCOLCOJCONCCONTCPCRDIADMDNDWDWGEAEFEJELEPEQEWEXFCJFFEFGFHFLFOCFOWFSGALVGBGJHHHORIZHPHTIDIEINVLHLONGITLOWLPLTMMAXME

BUILDINGBACK OF CURBBENCHBRICK PAVEMENTBOTTOM OF WALLCALIPERCATCH BASINCONCRETE CURBCONCRETE HEADERCONTROL JOINTCENTERLINECLEARANCECLEANOUTCOLUMNCONSTRUCTION JOINTCONCRETECONTINUOUSCONCRETE PAVEMENTCURB RAMPDIAMETERDETENTION MANHOLEDOWNDETECTABLE WARNINGDRAWINGEACHEACH FACEEXPANSION JOINTELEVATIONEDGE OF PAVEMENTEQUALEACH WAYEXISTINGFORMED CONTROL JOINTFINISHED FLOOR ELEVATIONFINISH GRADEFIRE HYDRANTFLOW LINEFACE OF CURBFACE OF WALLFINISH SURFACEGALVANIZEDGRADE BREAKGROUT JOINTMANHOLEHORIZONTALHIGH POINTHEIGHTINSIDE DIAMETERINVERT ELEVATIONINVERTEDLAYOUT LINE OF HEADERLONGITUDINALLIMIT OF WORKLOW POINTLIGHT POLEMANHOLEMAXIMUMMATCH EXISTING

POBPOCPSPTPVMTRRBRIMROWSSASADSCDSDSEDSGBSGSSHSIMSJSPDSSSSDSTDSTSLTATBT&BTCTCJTDTFGTFPTGTHTIHPTIOTLTOCTPTRTSTWTRANSTRBTSTSPTYPUDPVEHVERTWFWFSWFTWLWPMWWFW/

POINT OF BEGINNINGPOINT OF CONNECTIONPILE SUPPORTPOINT OF TANGENCYPAVEMENTRADIUSROOT BARRIERRIM ELEVATIONRIGHT OF WAYSLOPESTABILIZED AGGREGATE PAVINGSEE ARCHITECTURAL DRAWINGSSEE CIVIL DRAWINGSSLOT DRAINSEE ELECTRICAL DRAWINGSSUBGRADE GRADE BREAKSUBGRADE SUBSURFACESTEEL HEADERSIMILARSCORE JOINTSEE PLUMBING DRAWINGSSTAINLESS STEELSEE STRUCTURAL DRAWINGSSTANDARDSTRUCTURAL SLABTOP OF ANGLETOP OF BOLLARDTOP AND BOTTOMTOP OF CURBTOOLED CONTROL JOINTTRENCH DRAINTOP OF FOOTINGTOP OF FENCE PICKETTREE GRATETOP OF HEADERTRENCH INVERT HIGH POINTTRENCH INVERT OUTLETTRASH RECEPTACLETOP OF CONCRETETOP OF PLINTHTREETOP OF STAIRTOP OF WALLTRANSVERSETOP OF ROOT BALLTOP OF STEPTOP OF STEEL PLATETYPICALUNDERGROUND DRAIN PIPEVEHICULARVERTICALWATER FEATUREWATER FEATURE SLABWATER FEATURE TRENCHWATER LEVELWATER PROOF MEMBRANEWELDED WIRE FABRICWITH

MATCHLINE

0' - 1"

1

1

R 1

3 m

m1"

(145.44)

145.44

GENERAL NOTES

LIMIT OF WORK LINE

SECTION

REFERENCE TO DETAIL THAT APPLIES WHENIMAGE IS TYPICAL

EXISTING GRADING CONTOUR

PROPOSED SPOT GRADE

EXISTING SPOT GRADE

DIMENSION

DIMENSION

BREAKLINE

CENTERLINE

SLOPE RATIO

ALIGN

ELEVATION

ENLARGED PLAN AREA

REFERENCE TO DETAIL THAT APPLIES WHENIMAGE IS SIMILAR TO THE DETAIL

PROPOSED GRADING CONTOUR

PAVING TYPE 1 - BROOM FINISH CONCRETE- PEDESTRIAN

SODDED LAWN- LOW MOW AND LOW WATER SPECIES- TALL FESCUE 90%- TEXAS BLUEGRASS 10%

ENGINEERED TOPSOIL- 36" DEPTH TOPSOIL

SAND-BASED STRUCTURAL SOIL- 36" DEPTH

TIERED LANDSCAPE PLANTERS-VARIED PERENNIAL- HEIGHT: 24" - 36"- #2 CONTAINER- SPACED 18" O.C.

LIRIOPE SPICATACREEPING LIRIOPE- HEIGHT: 9" - 18"- # 2 CONTAINER- SPACED 6" O.C.

QUERCUS MACROCARPABUR OAK- 4" CALIPER- MATCHED SPECIMENS- STAKE WITH ARBORTIE GREEN BY DEEPROOTAND TWO 2 1/2" SQUARE BY 8' HARDWOODSTAKES

ENGINEERED TOPSOIL- 12" DEPTH

PAVING TYPE 4 - BROOM FINISH CONCRETE- HEAVY DUTY, VEHICULAR- 8" SLAB WITH FIBER STEEL REBARREINFORCEMENT- 8" AGGREGATE BASE

PAVING TYPE 2 - ARCHITECTURAL CONCRETE-PEDESTRIAN

PAVING TYPE 3 - ARCHITECTURAL CONCRETE-PEDESTRIAN

1

A101

SIM

L301

SECTION NUMBER

SHEET NUMBER

DOUBLE SHREDDED HARDWOOD MULCH- 2" DEPTH

PLANTING

ULMUS X SPP.ELM SPECIES- 4" CALIPER- MATCHED SPECIMENS- STAKE WITH ARBORTIE GREEN BY DEEPROOT ANDTWO 2 1/2" SQUARE BY 8' HARDWOOD STAKES

L301

1

L3011

ALIGN

ALIGN

BUXUS MICROPHYLLALITTLE LEAF BOXWOOD- HEIGHT: 36"- #2 CONTAINER- SPACED 18" O.C.

MUIRFIELD WOMEN'S GARDEN CLUB-VARIED PERENNIAL- HEIGHT: 24" - 36"- #2 CONTAINER- SPACED 18" O.C.

CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER''KARL FOERSTER' FEATHER REED GRASS- HEIGHT: 36"- #2 CONTAINER- SPACED 18" O.C.

ACER PLATANOIDESNORWAY MAPLE- 4" CALIPER- MATCHED SPECIMENS- STAKE WITH ARBORTIE GREEN BY DEEPROOTAND TWO 2 1/2" SQUARE BY 8' HARDWOODSTAKES

GLEDITSIA TRIACANTHOS VAR. INERMISTHORNLESS HONEYLOCUST- 4" CALIPER- MATCHED SPECIMENS- STAKE WITH ARBORTIE GREEN BY DEEPROOTAND TWO 2 1/2" SQUARE BY 8' HARDWOOD STAKES

MOW STRIP-MATERIAL TBD

STREETSCAPE TREE-BY OTHERS

GENERAL NOTES

ABBREVIATIONS@ACADAGAGW

AMAPB&BBCBDBEBFP

ATASPHALTIC CONCRETEAREA DRAINAGGREGATE PAVINGAGGREGATE AT WATER FEATUREPOOL BOTTOMAGGREGATE MULCHASPHALT PAVEMENTBALL AND BURLAPBOTTOM OF CURBBOLLARDBUILDING ENTRYBOTTOM OF FENCE POST

MFRMINNICNTSDOCOCEWODOPOPPPAPCPDPEDPERF

MANUFACTURERMINIMUMNOT IN CONTRACTNOT TO SCALEON CENTERON CENTER EACH WAYOUTSIDE DIAMETEROVERFLOW PIPEOPPOSITEPLANTING AREAPOINT OF CURVATUREPLANTING DRAINPEDESTRIANPERFORATED

PROPERTY LINE

BUILDING OVERHEAD CANOPY

VARIED PERENNIAL- HEIGHT: 24" - 36"- #2 CONTAINER- SPACED 18" O.C.

PACHYSANDRA TERMINALISJAPANESE SPURGE- HEIGHT: 6"- #2 CONTAINER- SPACED 6" O.C.

1100

SIM

L501

TYP

1100

SIM

L501

250 S. SOUTH HIGH STREET,SUITE 300 COLUMBUS, OH 43215PHONE 614 224 7145FAX 614 224 0218










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ELEMENTS ELEMENTS

FLAG POLE- 30' HEIGHT

WALL TYPE AARRIVAL PLAZA RAMP WALL- CIP CONCRETE WALL

UTILITY BOX 2

UTILITY BOX 1

A A A

B B B

C C C

LIGHT TYPE 1- PEDESTRIAN POLE LIGHT- ARRIVAL PLAZA- CONCEPTUAL IMAGES LOCATED INARCHITECTURAL PACKAGE

REMOVEABLE CUSTOM BOLLARD- GALVANIZED STEEL- POWDER COATED BLACK- 32" HEIGHT

FIXED CUSTOM BOLLARD- GALVANIZED STEEL- POWDER COATED BLACK- 32" HEIGHT

UTILITY BOX 3

LIGHT TYPE 2- TREE UPLIGHT 1- 2 PER TREE

WALL TYPE C- SERVICE AREA SCREEN FENCE- CANTILEVER- BLACK POWDERCOATED STEEL

WALL TYPE B- SERVICE COURT SCREEN WALL- BRICK TO MATCH BUILDING BASE- HEIGHT:

DUMPSTERS- 10 YARD, FRONT LOAD

SCULPTURE- BY OTHERS

CUSTOM SEATING ELEMENT

STEEL RETENTION ANGLE

CML MONUMENTAL SIGNAGE

BIKE RACK- LANDSCAPE FORMS "RIDE"- BOLTED TO RECESSED CONCRETE FOOTER

EXPANSION JOINT (EJ) - PEDESTRIAN EXTENTS EJ = 1/4" WIDTH - VEHICULAR EXTENTS EJ = 1/2" WIDTH

SAW-CUT CONTROL JOINT (SCJ) - 1/4 DEPTH OF SLAB

SAW-CUT DECORATIVE JOINT (DJ) - SAW-CUT ONLY - 1/4" DEPTH

D D DWALL TYPE D- MONOLITHIC STAIR NATURAL STONE WALL

SITE LIGHTING NOTE:WALKWAY LIGHTING TO BE BOLLARD, CONCEPTUALIMAGES LOCATED IN ARCHITECTURAL PACKAGE

TRANSFORMER

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Rock Cress Parkway

Viewing G

arden

Library

Event Space

Arrival Garden

High StreetGarage

North Street

Franklin Street

PARKING GARAGEFFE: 35.5

DUBLIN BRANCH LIBRARY

EVENT SPACE

ARRIVAL PLAZA

SERVICE

VIEWING GARDEN

ENTRY PLAZA

LIMIT OF SCOPE

LIM

IT O

F SC

OPE

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F SC

OPE

LIMIT OF SCOPE LIMIT OF SCOPE LIMIT OF SCOPE

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LIMIT OF SCOPE

NORTH HIGH STREET

ROCK

CRE

SS P

ARKW

AY

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H ST

REET

VETERENSMEMORIAL

+35.0

+35.0

+26.0

+27.0

+23.0

+35.0

+35.0

+35.0

+35.0

+35.0

+30.0

+34.0

BUILDING TYPE: CIVICNO REQUIRED BUILDING TYPE BASE ON BUILDING TYPEFFE: 35.5

52.1

% P

ROPE

RTY

LINE

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E AL

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% P

ROPE

RTY

LINE

COV

ERAG

E AL

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ROCK

CRE

SS P

ARKW

AY

64.7% PROPERTY LINE COVERAGE ALONG HIGH STREET

15' - 0"

BUILDING SETBACK FROM ROW

84' - 4 1/2"

BUILDING SETBACK FROM ROW

BUIL

DIN

G S

ETBA

CK

FRO

M R

OW

31' -

6"

BUILD

ING

SETBACK FR

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RO

W5' - 3 1 /2"

BUIL

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SCALE: 1" = 20'-0"

ZONE 1 ZONE 2

ZONE 3 ZONE 4

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SCALE: 1" = 20'-0"

SERVICE AREA BRICK SCREEN WALL- TO MATCH BUILDING BASE

SLANTED METAL PANEL CANTILEVERED GATE

METAL FRAME

BUILDING- BEYOND

CIP CONCRETE STAIRS

CIP CONCRETE WALL

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SITE ELEVATIONS

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SERVICE YARD SCREEN FENCE ELEVATION

AA

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102

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UNFUNDED PUBLIC ART ORVERTICAL ELEMENT AT THETERMINUS OF DARBY

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102

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104

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OVERHEAD CANOPY

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NO

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4

5

6

7

BCDEF

2/2

4/2

017 9

:52:4

8 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

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01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

-CE

NT

RA

L-0

00000_cla

ste

r.rv

t

NBBJ


NBBJ


LM103

101253.00

02/24/2017


02/24/2017

RE

F.

\\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\

\\\\

\\\\

\\\\

\\\\

\\\\

\\\\

\\\\

\\\\

SHEET LM102

SHEET LM104

SHEE

T LM

103

SHEE

T LM

104

LIMIT OF SCOPE LIMIT OF SCOPE

LIM

IT O

F SC

OPE

OVERHEAD CANOPY

RO

CK

CR

ESS

PAR

KWAY

NORTH HIGH STREET

ENTRY POINT

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:4

9 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

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01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

-CE

NT

RA

L-0

00000_cla

ste

r.rv

t

NBBJ


NBBJ


LM104

101253.00

02/24/2017


02/24/2017

SHEET LG101

SHEET LG103

SHEE

T LG

101

SHEE

T LG

102

LIMIT OF SCOPE

LIM

IT O

F SC

OPE

OVER

HEAD

CAN

OPY

NO

RTH

STR

EET

ENTR

Y PO

INT

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

0 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

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01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

-CE

NT

RA

L-0

00000_cla

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r.rv

t

NBBJ


NBBJ

SITE PLANTINGPLAN ZONE 1

LP101

101253.00

02/24/2017


02/24/2017

RE

F.

SHEET LG102

SHEET LG104

SHEE

T LG

101

SHEE

T LG

102

LIM

IT O

F SC

OPE

LIMIT OF SCOPE

RO

CK

CR

ESS

PAR

KWAY

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

1 A

MC

:\U

sers

\cla

ste

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ocum

ents

\Revit_Local_

File

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01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

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-CE

NT

RA

L-0

00000_cla

ste

r.rv

t

NBBJ


NBBJ


LP102

101253.00

02/24/2017


02/24/2017

SHEET LG101

SHEET LG103

SHEE

T LG

103

SHEE

T LG

104

LIM

IT O

F SC

OPE

LIMIT OF SCOPE

OVERHEAD CANOPY

NORTH HIGH STREET

NO

RTH

STR

EET

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

2 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

s_2016\1

01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

-CE

NT

RA

L-0

00000_cla

ste

r.rv

t

NBBJ


NBBJ


LP103

101253.00

02/24/2017


02/24/2017

RE

F.

SHEET LG102

SHEET LG104

SHEE

T LG

103

SHEE

T LG

104


LIM

IT O

F SC

OPE

OVERHEAD CANOPY

RO

CK

CR

ESS

PAR

KWAY

NORTH HIGH STREET

ENTRY POINT

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

3 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

s_2016\1

01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

-CE

NT

RA

L-0

00000_cla

ste

r.rv

t

NBBJ


NBBJ


LP104

101253.00

02/24/2017


02/24/2017

SHEET LG101

SHEET LG103

SHEE

T LG

101

SHEE

T LG

102

LIMIT OF SCOPE

LIM

IT O

F SC

OPE

OVER

HEAD

CAN

OPY

NO

RTH

STR

EET

ENTR

Y PO

INT

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

4 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

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01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

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NT

RA

L-0

00000_cla

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r.rv

t

NBBJ


NBBJ

SITE SOILS PLANZONE 1

LS101

101253.00

02/24/2017


02/24/2017

RE

F.

SHEET LG102

SHEET LG104

SHEE

T LG

101

SHEE

T LG

102

LIM

IT O

F SC

OPE

LIMIT OF SCOPE

RO

CK

CR

ESS

PAR

KWAY

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

5 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

s_2016\1

01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

-CE

NT

RA

L-0

00000_cla

ste

r.rv

t

NBBJ


NBBJ


LS102

101253.00

02/24/2017


02/24/2017

SHEET LG101

SHEET LG103

SHEE

T LG

103

SHEE

T LG

104

LIM

IT O

F SC

OPE

LIMIT OF SCOPE

OVERHEAD CANOPY

NORTH HIGH STREET

NO

RTH

STR

EET

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

6 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

s_2016\1

01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

-LS

-CE

NT

RA

L-0

00000_cla

ste

r.rv

t

NBBJ


NBBJ


LS103

101253.00

02/24/2017


02/24/2017

RE

F.

SHEET LG102

SHEET LG104

SHEE

T LG

103

SHEE

T LG

104


LIM

IT O

F SC

OPE

OVERHEAD CANOPY

RO

CK

CR

ESS

PAR

KWAY

NORTH HIGH STREET

ENTRY POINT

0' 5' 10' 20' 40'

SCALE: 1" = 10'-0"

01 02

03 04











CODED NOTES

GENERAL NOTES

DRAWN BY:

PROJ. NO.:

DATE:

PROJ. ARCH.:

DWG.

DWG.

1

AB

A




KEYPLAN

ISSUE


CIVIL ENGINEER:

CDEF

2

3

4

5

6

7

1

2

3

4

5

6

7

BCDEF

2/2

4/2

017 9

:52:5

6 A

MC

:\U

sers

\cla

ste

r\D

ocum

ents

\Revit_Local_

File

s_2016\1

01253.0

0 D

ublin

Lib

rary

\NB

BJ-D

UB

LIN

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NT

RA

L-0

00000_cla

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r.rv

t

NBBJ


NBBJ


LS104

101253.00

02/24/2017


02/24/2017

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