mapleton branch library reading garden design …€¦ · align project location a. general notes:...

PROJECT LOCATION PROJECT LOCATION

DIVISION OF PUBLIC BUILDINGS

PROJECT

FOR THE:

SEAL & SIGNATURE DATE:

DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER

AdressCity, ST 12345T +X XXX XXX XXXX

CONSULTANTM.E.P.

COST ESTIMATOR LIGHTING DESIGN

LANDSCAPE ARCHITECT CIVIL | TRAFFIC ENGINEER

GEOTECHNICAL ENGINEER ACOUSTICAL CONSULTANT

VERTICAL TRANSPORTATION FUELING CONSULTANT

ENVIRONMENTAL CONSULTANT SIGNAGE CONSULTANT

NOT FOR

CONSTRUCTION

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH MAY NOT BE USED FOR OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF THIS PROJECT BY OTHERS.

DOB APPROVAL STAMP

Original drawing is 36" x 24" Do not scale contents of this drawing.

FOR REFERENCE

PROJECT STATUS


CONSULTANT


CONSULTANTAdressCity, ST 12345T +X XXX XXX XXXX

CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT

ISSUE # REV # DESCRIPTION DATE

SHEET TITLE

DOB BSCAN STICKER

30-30 Thomson Ave., Long Island City, NY 11101

1702 60TH STREETBROOKLYN, NY 11204

4/18/2

018 7

:52:44

PM

MAPLETON BRANCH LIBRARYREADING GARDEN

BROOKLYN PUBLIC LIBRARY

2017-09-15

G-000.00

LBC17MPGD

ACSJF

DESIGN DEVELOPMENT

COVER SHEET

MAPLETON BRANCH LIBRARY READING GARDENDESIGN DEVELOPMENT

FOR BROOKLYN PUBLIC LIBRARYDESIGN DEVELOPMENT 2017-09-15FMS PROJECT ID NUMBER: LBC17MPGD

1 1 ISSUED FOR SCHEMATIC DESIGN 09/15/2017

DRAWING INDEX

SHEETNUMBER SHEET NAME IS

SUED

FOR

SCH

EMAT

IC D

ESIG

N

A-003 Unnamed

A-002 ENLARGED GARDEN AND GEOMETRIC PLANA-970 EXTERIOR STAIR DETAILS

E-001 LIGHTING PLAN

PR-001 SELECTED REMOVALS PLANPR-002 ENLARGED SELECTIVE REMOVALS PLANPR-003 SITE PLANPR-005 17 ST. EXISTING ELEVATIONPR-006 PROP GARDEN ELEVATION NEPR-007 EXIST GARDEN ELEVATION NEPR-008 EXISTING GARDEN ELEVATION SEPR-009 PROPOSED GARDEN ELEVATION SEPR-010 EXISTING GARDEN ELEVATION SWPR-011 PROPOSED GARDEN ELEVATION SWPR-012 EXISTING GARDEN ELEVATION NWPR-013 PROPOSED GARDEN ELEVATION NWPR-014 ENLARGED LANDSCAPE PLANPR-015 17 ST. PROPOSED ELEVATIONPR-016 SECTION @ CANOPYPR-017 CANOPY DETAILSPR-018 LIGHTING PLANPR-019 CANOPY DETAILS 2

G-000 COVER SHEET ●G-001 NOTES, ABBREVIATIONS, AND FLOOD MAP ●G-100 SITE SURVEY ●G-101 PHOTO REFERENCES ●

DM-200 SELECTIVE REMOVALS PLAN ●A-001 SITE PLAN ●A-004 DRAINAGE PLAN ●A-005 GRADING PLAN ●A-203 PLANTING PLAN ●A-400 ELEVATIONS ●A-401 GARDEN ELEVATIONS ●A-450 DETAILS AS NOTED ●A-451 SECTIONS ●A-990 LANDSCAPE DETAILS ●

N.T.S.1 PROJECT LOCATIONN.T.S.

ZONING MAP - REZONED EFFECTIVE 02-27-2013 C 090154 ZMK2

ALIGN

PROJECTLOCATION

A. GENERAL NOTES:

1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY WITH ALL REQUIREMENTSINDICATED ON THE PROJECT DOCUMENTS.2. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS AND COMPLY WITH ALL APPLICABLE BUILDING CODE,REGULATION, & ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT TO THE PROJECT AREA BOUNDARIES SHALL CONTINUEUNINTERRUPTED OCCUPANCY DURING CONSTRUCTION OF THE PROJECT.3. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK.4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS.5. PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL BUSINESS HOURS, UNLESS OTHERWISE NOTED.6. THE CONTRACTOR SHALL MANAGE & COORDINATE WORK OF ALL TRADES & SUBCONTRACTORS.7. COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS AND SYSTEMS PROVIDED BY THE OWNER.8. THE DRAWINGS, SPECIFICATIONS, AND CONSTRUCTION NOTES ARE AN INHERENT PART OF THE CONTRACT DOCUMENTS. IN THEEVENT OF A CONFLICT AMONG THE DRAWINGS, SPECIFICATIONS, AND/OR NOTES, ASSUME THE MORE EXPENSIVE OPTION FOR THEPURPOSES OF BIDDING, AND BRING EACH CONFLICT TO THE ARCHITECT'S ATTENTION BEFORE STARTING THE WORK. THE ARCHITECTRETAINS THE RIGHT TO SELECT BETWEEN CONFLICTING OPTIONS. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY AND WHATIS REQUIRED BY EITHER IS BINDING ON BOTH.9. CONTRACTOR TO CHECK AND VERIFY DIMENSIONS AND CORRELATE CONTRACT DOCUMENTS WITH JOB CONDITIONS BEFORECOMMENCEMENT OF WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. REPORT DISCREPANCIES BETWEEN FIELD CONDITIONSAND THE DOCUMENTS OR WITHIN THE DOCUMENTS TO THE ARCHITECT IMMEDIATELY.10. DO NOT SCALE DRAWINGS. DIMENSIONS SHOWN ARE TO FACE OF ELEMENTS, UNLESS SPECIFICALLY NOTED OTHERWISE.11. PREPARE "COORDINATION DRAWINGS" THAT REPRESENT THE WORK OF TRADES INVOLVED IN THE PROJECT, AND COORDINATE THEINSTALLATION OF THEIR WORK, TO AVOID CONFLICTS AND MISALIGNMENTS. CONFLICTS SHALL BE RESOLVED PRIOR TO SUBMISSIONOF SHOP DRAWINGS FOR THE ARCHITECT'S (OR ENGINEER'S) REVIEW AND PRIOR TO EXECUTION OF WORK.12. EXECUTE CUTTING AND PATCHING TO RESTORE EXISTING FINISHES TO THEIR ORIGINAL CONDITION.13. REPAIR EXISTING CONTIGUOUS CONSTRUCTION THAT IS TO REMAIN TO ALIGN, FIT AND ADJOIN NEW WORK. WORK SHALL INCLUDE,BUT NOT LIMITED TO PREPARING SURFACES TO RECEIVED NEW FINISHES.14. PATCH AND REPAIR EXISTING ELEMENTS DAMAGED DURING CONSTRUCTION TO MATCH EXISTING CONSTRUCTION IN ALL RESPECTS,INCLUDING BUT NOT LIMITED TO ASSEMBLY, FINISHES, AND FIRE PROTECTION.15. PROTECT AND MAINTAIN ALL EXISTING ELEMENTS TO REMAIN WITHIN AND ADJACENT TO CONSTRUCTION.16. MAINTAIN TREE PROTECTION.

B. DEMOLITION NOTES:

1. THE EXTENT OF DEMOLITION IS SHOWN FOR BASIC SCOPE. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL ANDPREPARATION OF EXISTING CONDITIONS TO FACILITATE THE NEW CONSTRUCTION WITHOUT LIMITATION.2. ALL DRAINS SHALL BE PROTECTED WITH FILTER FABRIC THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBEDAREAS ARE PERMANENTLY STABILIZED.3. GENERATION OF DUST SHALL BE KEPT TO A MINIMUM BY LIMITING THE EXPOSED SOILS AND ESTABLISHING COVER IN THESE AREASAS SOON AS POSSIBLE. ADDITIONAL, AND/OR TEMPORARY METHODS TO MINIMIZE DUST MAY INCLUDE WETTING, SPRAY ADHESIVES,STONE COVERING AND BARRIERS.4. ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSPECTED ON A WEEKLY BASIS AND ANY DAMAGE INCURRED MUST BERECTIFIED IMMEDIATELY.5. ALL CONSTRUCTION VEHICLES HAULING MATERIALS INTO AND OUT OF THE CONSTRUCTION AREA SHALL HAVE A SECURED TARPOVER MATERIALS TO PREVENT SEDIMENT POLLUTION ON ROADWAYS.

C. DEFINITIONS:

1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACH OCCURRENCE OF THE CONDITIONNOTED.2. "SIMILAR" INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL BE PROVIDED COMPARABLE TO THE CHARACTERISTICS FOR THECONDITION NOTED.3. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED, SYSTEM AS INDICATED IN THE PROJECTDOCUMENTS, SHALL BE PROVIDED.4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE AND PLUMB RELATION TO ADJACENTMATERIALS.

D. DIMENSIONS:

1. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED.2. FLOOR ELEVATIONS ARE INDICATED TO THE TOP OF FINISH FLOOR, UNLESS OTHERWISE NOTED.3. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVEFINISH FLOOR -"AFF".4. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIPBETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS.

E. ZONING:

1. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED.2. FLOOR ELEVATIONS ARE INDICATED TO THE TOP OF FINISH FLOOR, UNLESS OTHERWISE NOTED.3. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVEFINISH FLOOR -"AFF".DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEENPROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS.

GENERAL NOTES

STAIRSWALL TYPE

ROOM

1 View Name ...1/8" = 1'-0" VIEW TITLE

WINDOW TYPEREVISION(ADDENDUMS/ BULLETINS)

VIEW SCALE

DETAIL NUMBER

W999

0A4A 99R @ 99.999"99T @ 99.999"

RISERTREAD

FEC999 SPECIALTY / ELECTRICALEQUIPMENT & FURNITURE

ELEMENT IDENTIFICATIONROOM NAME

13-101B150 SF

NEWCONSTRUCTION

EXISTING

00000.0 DOOR

1XXXXX

MATERIAL

0A4A RAILING

WP999

SURFACE IDENTIFICATION

ROOF

CEILING(W/ HEIGHT)

TYP?INDICATES TYPICALOF MULTIPLE

ACXXXX'-XX"AFF

BCXX36 CASEWORK TYPE

INDICATES WIDTH(INCHES)

INDICATES ADJACENT SURFACESTO BE ALIGNED

SYMBOLS LIST


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:52:48

PM



2017-09-15

G-001.00

LBC17MPGD

ACSJF

DESIGN DEVELOPMENT

NOTES, ABBREVIATIONS,AND FLOOD MAP

0' 1' 4' 8' 12'

N


N.T.S.

FEMA FLOOD MAP PANEL 3604970351F 9/13/173

ABBREVIATIONSAbbreviation Comments

REV REVISION / REVISEDRFxx RESILIENT FLOORRM ROOMRO ROUGH OPENINGRSxx ROOFING SYSTEMRTD RATED

SS SOUTHSAN SANITARYSCHED SCHEDULESD STORM DRAINSECT SECTIONSF SQUARE FEET/FOOTSIM SIMILARSP STANDPIPESPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSE STRUCTURE SLAB ELEVATIONSTD STANDARDSTOR STORAGESTRUC STRUCTURALSTxx STONESUSP SUSPENDEDSYS SYSTEM

TT TREAD / THERMOSTATTC TOP OF CURBTCONC TOP OF CONCRETETEMP TEMPERATURETHK THICKNESSTHRES THRESHOLDTHRU THROUGHTLxx TILINGTO TOP OF (SEE OTHER WORD)TOS TOP OF SLAB, TOP OF STRUCTURETOSTL TOP OF STEELTP TOP OF PAVEMENTTW TOP OF WALLTYP TYPICALTZxx TERRAZZO

UUL UNDERWRITERS LABORATORYUNFIN UNFINISHEDUON UNLESS OTHERWISE NOTED

VVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVR VAPOR RETARDER

WW WIDE, WIDTH, WESTW/ WITHW/O WITHOUTWBxx WALL BASEWD WOODWDS WOOD SCREWWP WATERPROOFINGWPM WATERPROOF MEMBRANEWPSxx WATERPROOFING SYSTEMWT WEIGHTWTxx WINDOW TREATMENT


MEMB MEMBRANEMEP MECHANICAL, ELECTRICAL, PLUMBINGMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMM MILLIMETERMPxx METAL PANELMTL METALMULL MULLION

NN NORTHNA NOT APPLICABLENC NOISE CRITERIANIC NOT IN CONTRACTNO NUMBERNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALE

OOC ON CENTEROD OUTSIDE DIAMETER/DIMENSIONOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPPHD OPPOSITE HANDOUTS OUTSIDE

PPAR PARALLELPARTN PARTITIONPAV PAVINGPAV PAVERPERF PERFORATEDPERIM PERIMETERPERP PERPENDICULARPL PLATEPLAxx PLASTERPLxx PLASTIC LAMINATEPLYWD PLYWOODPREFAB PREFABRICATEDPROJ PROJECTPSF POUNDS PER SQUARE FOOTPT POINTPTD PAINTEDPTN PARTITIONPTxx PAINT

QQC QUALITY CONTROLQT QUARRY TILEQTY QUANTITY

R(R) RELOCATEDR RADIUS OR RISER (PIPING)RCP REFLECTED CEILING PLANRD ROOF DRAINRECOM RECOMMENDEDREF REFERENCEREFL REFLECTED / REFLECTIVE / REFLECTREG REGISTERREINF REINFORCED / REINFORCINGREM REMOVABLEREQ REQUIRE / REQUIRED


FFA FIRE ALARMFB FACE BRICKFD FLOOR DRAINFF FINISH FLOORFF&E FURNITURE, FINISHES & EQUIPMENTFFEL FINISH FLOOR ELEVATIONFIN FINISHFIXT FIXTUREFL FLOORFO FACE OFFT FEETFTG FOOTINGFURN FURNITURE

GGA GAUGE / GAGEGALV GALVANIZEDGC GENERAL CONTRACTOR, GENERAL

CONTRACTGWB GYPSUM WALLBOARD

HH HIGHHB HOSE BIBBHM HOLLOW METAL (STEEL FRAME)HORIZ HORIZONTALHP HIGH POINTHR HOURHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTHVAC HEATING, VENTILATING, AIR

CONDITIONINGHW HOT WATER

IICC INTERNATIONAL CODE COUNCILID INSIDE DIAMETER / DIMENSIONIN INCHINCL INCLUDED / INCLUDINGINFO INFORMATIONINSUL INSULATIONINT INTERIORINTERM INTERMEDIATEIPS INTERNATIONAL PIPE STANDARD

JJST JOISTJSxx JOINT SEALANT

LL LONGLAB LABORATORYLAT LATERALLB POUNDLF LINEAR FOOTLN LINELPT LOW POINTLT LIGHTLVR LOUVER

MM METERMATL MATERIALMAX MAXIMUMMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICAL


AAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADAAG ADA ACCESIBILITY GUIDELINESADD ADDITIONALADJ ADJUSTABLEADxx ACCESS DOORAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURALAUTO AUTOMATIC

BBD BOARDBLDG BUILDINGBLK BLOCKBSMT BASEMENT

CCB CATCH BASINCEM CEMENTCIP CAST-IN-PLACECJ CONTROL JOINT / CONSTRUCTION

JOINTCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECOND CONDITIONCONT CONTINUOUSCOORD COORDINATECTR CENTERCTSK COUNTERSUNKCW COLD WATER (PIPING)

DD DEEP, DEPTHDB DECIBELDBL DOUBLEDEG DEGREEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDS DOWNSPOUTDWG DRAWING

E(E) EXISTINGE EASTEA EACHEL ELEVATIONELEC ELECTRICALEMERG EMERGENCYEP ELECTRICAL PANELBOARDEQ EQUALEQUIP EQUIPMENTEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

NOTE: FLOOD MAP NOT APPLICABLE


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:53:10

PM



2017-09-15

G-100.00

LBC17MPGD

ACSJF

DESIGN DEVELOPMENT

SITE SURVEY

0' 1' 4' 8' 12'

N


1 2

3


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:53:21

PM



2017-09-15

G-101.00

LBC17MPGD

ACSJF

DESIGN DEVELOPMENT

PHOTO REFERENCES

0' 1' 4' 8' 12'

N


N.T.S.3 NEIGHBORHOOD IMAGES

N.T.S.1 SITE REFERENCE IMAGES

N.T.S.2 LAWN AREA REFERENCE IMAGES

1A-451

1A-451

A-400 2

A-400

1

2A-451

2A-451EXISTING MAPLETON BRANCH LIBRARY

3A-450

4A-450

6' - 0" MIN

1A-450

LIMIT OF WORK(PROPERTY LINE)

2A-450

A-4014

1

3

2


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:50:10

PM



2017-09-15

A-001.00

LBC17MPGD

ACSJF

DESIGN DEVELOPMENT

SITE PLAN

0' 1' 4' 8' 12'

N


1/8" = 1'-0"1 SITE PLAN

A-4014

1

3

2

33' - 6 15/16"

14' -

1"

10' - 7 7/32"

6' - 11 3/4"

59' -

5"

72' -

10"

9' - 0"

6' - 3

"

15' - 1 1/4"

34' - 8 11/32"8' - 7"

16' - 0"

25' - 5"

22' - 2"

68' -

11"

59' -

6 9/32

"

18' -

3"

35' -

0"

52' -

2"

72' -

8"

1A-451

1A-451

2A-451

2A-451

3A-450

4A-450

1A-450

2A-450

A-4014

1

3

2

CONTINUOUS SAFETYSURFACE FORCLIMBING ROCKS

NEW TREES, TYP

EXISTING TREESTO REMAIN

PERMEABLE UNIT PAVERARRANGED IN PATTERNSHOWN, HEXAGONAL INSHAPE

RELOCATED EXISTINGFRUIT TREES

PLANTERS

NEW 6' HIGH SECURITYFENCE AROUNDPERIMETER TO MATCHEXISTING FRONT FENCE,TYP

WOOD SLAT BENCHESON STEEL SUPPORTSANCHORED TOCONCRETE FOOTING,TYP

TABLE AREA

NEW PREFABRICATEDSTORAGE SHED

NEW COVERED ENTRYINTO LIBRARY WITHNEW LIGHTED ENTRYCANOPY

NEW EXPANDEDGATE ANDFOUNDATION FORSTREET ACCESS

NEW TREES, TYP

NEW PLANTS & SHRUBS,TYP.

SMALL CHILDREN'SAREA WITH CLIMBINGROCKS

NEW ADA STAIRWAY

6' - 0" MIN

NEW ADA WATERFOUNTAIN NEXT TOEXISTING HOSE BIB

RESERVEDWHEELCHAIR SPACE

LIMIT OF WORK(PROPERTY LINE)

EXISTING RETAINING WALLWITH NEW FENCE, TYP

6" CONCRETE CURBSURROUNDINGSAFETY SURFACE

PARKING LOT SHOWNWITH ADA PARKINGSTRIPING AFTERSTAIRWAY INSTALLATION

PERMEABLE UNITPAVER ARRANGED INPATTERN SHOWN,HEXAGONAL IN SHAPE

BLUESTONE COPING SITECAST CONCRETE BENCHES

WOOD SLAT BENCHES ONSTEEL SUPPORTSWITHOUT BACK


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:51:08

PM



2017-09-15

A-002.00

LBC17MPGD

AuthorChecker

DESIGN DEVELOPMENT

ENLARGED GARDEN ANDGEOMETRIC PLAN

0' 1' 4' 8' 12'

3/16" = 1'-0"2 ENLARGED GEOMETRIC PLAN 3/16" = 1'-0"1 ENLARGED SITE PLAN

CONNECT TO EXISTINGSTORM SEWER

NEW 12" DIAMET ER CATCH BASINAT CENTER OF CIRCLE

CATCH BASIN

10" TRENCH DRAIN

DUCTILE IRON PIPING

PERMEABLE PAVEMENT THROUGHOUT


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:51:38

PM



2017-09-15

A-004.00

LBC17MPGD

ACSJF

DESIGN DEVELOPMENT

DRAINAGE PLAN

0' 1' 4' 8' 12'

N


3/16" = 1'-0"

DRAINAGE PLAN1

PLANT LEGEND

A-01 PERENNIAL OR GRASS SHOW AT 15-18"B-01 DECIDUOUS SHRUB SHOW AT 24-36" HIGH

C-01 EVERGREEN SHRUB SHOW AT 30-36" HIGH

D-01 DECIDUOUS TREE SHOW AT 15-25' HIGH

E-01 DECIDUOUS CANOPY TREE SHOW AT 25-35' HIGH

F-01 RAIN BARREL PLANTER

LANDSCAPE NOTES

1.SITE PREPARATION

GeneralContractor must coordinate location of site accessories requiring utility connections (lamp posts, water fountain, drains, hose bibs, etc.) prior to excavating for utilityconnections.Site preparation to be carried out in accordance with best practice and under suitable conditions.Do not use machinery that might damage existing soil structure or composition unless otherwise noted.

Weed ControlRemove and dispose of weeds prior to subgrade preparation, top-soiling and planting works.

Subgrade PreparationSubgrade all lawn and planted areas to be cultivated to be shaped to achieve drainage slopes prior to top-soiling.Subgrade to be tested prior to preparation and conditioning.

Spreading of Top-soilTop-soil shall be spread-installed in layers 6 inches deep. Finish grade with minimum variations.

DrainageDrainage shall be integrated and connected to the building stormwater service.Proposed topping areas to be graded/drained to prevent water discharge into neighboring properties.

2.PLANTSTrees and shrubs shall be healthy nursery stock free from insects, diseases and weeds. The specified plant heights and pot sizes are minimum.

200 NA Narcissus Assorted Daffodils bulbs scattered full plant

PLANT SCHEDULE

QUANTITY KEY BOTANICAL NAME COMMON NAME SIZE ROOT SPACING COMMENT

3 BN Betula nigra 'Heritage' Heritage Birch 3‐4" cal. as shown single trunk3 CF Cornus florida Flowering Dogwood 7‐8' high as shown multi‐stem6 CC Cercis Canadensis Eastern Redbud 6‐8' high as shown single trunk

19 FG Fothergilla gardenii 'Bluemist' 'Bluemist' Fothergilla 18‐24" as shown full plant13 CA Clethra anifolia Sweet Pepper Bush 18‐24" as shown full plant

120 LM Liriope muscari‐royal purple Lilyturf 1 gal. 12" o.c. full plant34 PAH Pennisetum alopecuroides hameln Dwarf Fountain Grass 1 gal. as shown full plant

14 RM Rhododendron max. 'Roseum' Rosebay Rhodo. 36‐42" as shown full plant14 KL Kalmia latifolia Mountain Laurel 24‐30" as shown full plant8 HQ Hydrangea Quercifolia Oak leaf Hydrangea 24‐30" as shown full plant

19 CEA Carex alatus 'Aurea' Bowles Golden Golden Varieg.Sedge 1 gal. as shown full plant15 EP Echinacea purpurea Purple Coneflower 1 gal. as shown full plant15 RF Rudbeckia fulgida Orange Coneflower 1 gal. as shown full plant27 F‐CF Fern‐Polystichum acrostichoides Christmas Fern 1 gal. as shown full plant16 F‐LF Fern‐Athyrium filix‐femina Red Stem Lady Fern 1 gal. as shown full plant9 F‐DM Fern‐Dryopteris marginalis Marginal Shield Fern 1 gal. as shown full plant

(20) LM

(2) CC

(4) KL

(12) F-CF(4) CA

(4) CA (2) CC

(30) LM

(9) F-CF

(2) HQ

(2) RM

(2) CF

EXISTINGTREE TOREMAIN



(2) RM(9) PAH

(6) FG (5) KL

(1) BN

(7) FG

(26) LM(8) RM

(1) CF

(3) KL

(5) F-DM

(6) F-CF

(2) CC

(3) FG

(9) F-LF

(3) HQ

(9)F-LF (2) RM

(25) LM (5) CA

(2) KL

(3) HQ

(4) FG

(2) KL

(6) PAH

(2) EP

(2) FG

(5) EP

(8) CEA(6) PAH

EXISTINGFRUIT TREERELOCATED

(6) RF (5) RF

EXISTINGFRUIT TREERELOCATED

(8) CEA

(5) RF

(25) LM

(4) FG (9) PAH

(1) BN (3) CA

(1) BN

(5) EP(3) PAH

(6) PAH

(7) LM

BOWLES GOLDEN SEDGE

DWARF FOUNTAIN GRASS

LILYTURF

PURPLE CONEFLOWER

ASSORTED DAFFODILS

BLACK EYED SUSAN

MARGINAL SHIELD FERN

MOUNTAIN LAUREL

SWEET PEPPER BUSH

BLUEMIST

OAK LEAF HYDRANGEA

ROSEBAY RHODODENDRON

HERITAGE BIRCH

FLOWERING DOGWOOD

REDBUD

COMMON NAME SPACING

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

SCATTERED

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

AS SHOWN

KEY

CEA

PAH

LM

EP

NA

RF

F-DM

KL

LADY FERN

CHRISTMAS FERN

F-LF

F-CF

CA

FG

HQ

RM

BN

CF

CC

AS SHOWN

AS SHOWN


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:52:12

PM



2017-09-15

A-203.00

LBC17MPGD

ACSJF

DESIGN DEVELOPMENT

PLANTING PLAN

0' 1' 4' 8' 12'


N

1/4" = 1'-0"1 LANDSCAPE PLAN

FIRST FLOOR42' - 9 1/8"

PARKING LEVEL41' - 11 9/32"

GARDEN LEVEL44' - 1 3/16"

NEW EXPANDEDENTRY GATE

NEW 6' - 0" SECURITY FENCETO MATCH EXISTING




NEW STRIPED STAFFPARKING LOT

NEW 6' - 0" SECURITY FENCE


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

0 18 7

:52:25

PM



2017-09-15

A-400.00

LBC17MPGD

AuthorChecker

DESIGN DEVELOPMENT

ELEVATIONS

0' 1' 4' 8' 12'

N

3/16" = 1'-0"1 17TH AVENUE ELEVATION

3/16" = 1'-0"2 60TH STREET ELEVATION


1A-451

1A-451

2A-451

2A-451

PREFABRICATEDSTORAGE SHED

NEW 6' - 0" HIGH SECURITY FENCINGALONG PERIMETER TO MATCH EXISTINGFENCE ON STREET ELEVATION

NEW GATE TO / FROMEXISTING PARKING AREA

ADA COMPLIANTDRINKING FOUNTAIN

PATCH BRICK WALL TOMATCH EXISTING ATLOCATION OF WINDOWREMOVED FOR NEW DOOR

NEW SITE CASTCONCRETE BENCHESWITH BLUESTONECOPING

PERMEABLEUNIT PAVERS

TYPA-450

3 NEW COMPOSITEWOOD BENCH WITHSTEEL SUPPORTS




NEW TABLE NEW ENTRY PORTAL WITHALUMINUM FASCIA CANOPY

EXISTING LIGHT WELLWITH NEW GRATE

NEW EXPANDED SECURITYGATE ENTRANCE

1A-451

1A-451

2A-451

2A-451

SMALL CHILDRENS ROCK CLIMBINGAREA WITH RUBBER SAFETY SURFACE

STEEL EDGING AROUNDAT GRADE PLANTINGAREAS, TYP

RAISED CONCRETEPLATFORM WITHCONCEALED DRAIN

NEW 6' - 0" HIGH SECURITYFENCING ALONG PERIMETER TOMATCH EXISTING FENCE ONSTREET ELEVATION

PERMEABLEUNIT PAVERASSEMBLY




PERMEABLEUNIT PAVER

NEW COMPOSITE WOODBENCH WITH STEELSUPPORT FRAME

EXISTING LIGHT WELLWITH NEW GRATE

NEW PLANTS ANDSHRUBBERY, TYP


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:52:33

PM



2017-09-15

A-401.00

LBC17MPGD

AuthorChecker

DESIGN DEVELOPMENT

GARDEN ELEVATIONS

0' 1' 4' 8' 12'

N


3/16" = 1'-0"4 GARDEN ELEVATION LOOKING NORTHEAST 3/16" = 1'-0"3 GARDEN ELEVATION LOOKING NORTHWEST

3/16" = 1'-0"2 GARDEN ELEVATION LOOKING SOUTHWEST 3/16" = 1'-0"1 GARDEN ELEVATION LOOKING SOUTHEAST

4A-450

HSS STRUCTURALSTEEL COLUMNSHIDDEN IN WALL

BUILT UP CANOPY WITHANODIZED ALUMINUMFASCIA

NEW ADA COMPLIANTGLASS DOOR WITHTRANSOM

6" NEW RECESSED LEDDOWNLIGHTS

HSS STRUCTURALSTEEL COLUMNS ATTACHEDTO EXISTING BUILDINGFOUNDATION

HSS STRUCTURALSTEEL COLUMNSHIDDEN IN WALL

BUILT UP CANOPY WITHANODIZED ALUMINUMFASCIA

NEW ADA COMPLIANTGLASS DOOR WITHTRANSOM

6" NEW RECESSED LEDDOWNLIGHTS

WOOD BENCH WITH STEELSUPPORT FRAMEWORKPERMEABLE UNIT PAVER SYSTEM

EXISTING LIGHT WELL

EXISTING LIBRARY



NEW PIPE RAILINGS

NEW ADA COMPLIANTSTAIR

NEW GATE TO MATCHNEW SECURITY FENCE


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:52:35

PM



2017-09-15

A-450.00

LBC17MPGD

AuthorChecker

DESIGN DEVELOPMENT

DETAILS AS NOTED

0' 1' 4' 8' 12'

N


3/4" = 1'-0"3 ELEVATION @ CANOPY LOOKING NE 3/4" = 1'-0"4 SECTION @ CANOPY LOOKING SE

3/8" = 1'-0"1 SECTION @ BENCH LOOKING SE 3/8" = 1'-0"2 STAIR SECTION

D

1' - 6

"

PLANT CENTER, TYP

FINISH GRADE, PLANTING BED2" DEPTH MULCH OVER ENTIREPLANTING BED AREA

PRIOR TO PLANTING, REMOVEPLANT FROM CONTAINER ANDGENTLY COMB OUT ROOTS

PLANTING SOIL MIX

SUBGRADE

60.00°

D D

D

NOTES:1. REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER SYNTHETIC MATERIAL FROM PLANTPRIOR TO PLANTING

19MM WEARING COURSECURB FACE SHALL BE PRIMED TO ENSURE BOND

1/2" CHAMFERED CONCRETE CURB

TOPSOIL, SLOPE AWAY FROM CURB

6"

6"

GRAVEL FILL, 90% COMPACTION

4"6"12

" MIN

CUSHION LAYER

3"

GEOTEXTILE FILTER CLOTH

PERMEABLE AGREGGATE SYSTEM1/2" JOINT SEALANT

STONE CURB

TOPSOIL, SLOPE AWAY FROM CURB

1"

6"

GRAVEL FILL, 90% COMPACTION

3"6"

1' - 0

"6"

6"

CONCRETE CRADLE

3x widest dimension of root ball.

Root ball surface shall bepositioned to beone - quarter above finishedgrade.

Loosened soil. Dig and turn thesoil to reduce compaction to thearea and depth shown.

Trunk caliper shallmeet ANSI Z60 current

edition for root ball size.

Bottom of root ball rests onexisting or recompacted soil.

Existing site soil added tocreate a smooth transitionfrom the top of the raised rootball to the finished grade at a15% max. slope.

SECTION VIEW Existing soil.

Original grade.

Central leader. (See crownobservations detail).

Root ball modified asrequired.

Round-topped soil berm 4" high x 8" wide

above root ball surface shallbe constructed around theroot ball. Berm shall begin

at root ball periphery.

Notes:1- Trees shall be of qualityprescribed in crownobservations and rootobservations details andspecifications.

2- See specifications forfurther requirements relatedto this detail.

4" layer of mulch.No more than 1" of mulch ontop of root ball. (Seespecifications for mulch).

Prior to mulching, lightly tampsoil around the root ball in 6"lifts to brace tree. Do not overcompact. When the plantinghole has been backfilled, pourwater around the root ball tosettle the soil.

Finished grade.

Trunk caliper shallmeet ANSI Z60 current

edition for root ballsize.

Round-topped soil berm 4" high x 8" wide

above root ball surface shallbe centered on the downhill

side of the root ball for 240°. Berm shall begin at root ball

periphery.

Original grade.

Bottom of root ball rests onexisting or recompacted soil.

Central leader. (See crownobservations detail).

SECTION VIEW

Original slope should passthrough the point where thetrunk base meetssubstrate/soil.

4" layer of mulch. No morethan 1" of mulch on top of rootball. (See specifications formulch).

Modified soil. Depthvaries. (See soil preparation

plan).

Root ball modified asrequired.

Prior to mulching, lightly tampsoil around the root ball in 6"lifts to brace tree. Do not overcompact. When the plantinghole has been backfilled, pourwater around the root ball tosettle the soil.

Notes:1- Trees shall be of qualityprescribed in crownobservations and rootobservations details andspecifications.

2- See specifications forfurther requirements relatedto this detail.

TREE ON SLOPE 5% (20:1) TO 50% (2:1) (EXISTING SOIL MODIFIED)

Maintain existing grade with thetree protection fence unlessotherwise indicated on the plans.

2" x 6' steel posts or approved equal.

Tree Protection fence: High densitypolyethylene fencing with 3.5" x 1.5"openings; Color- orange. Steelposts installed at 8' o.c.

5" thick layer of mulch.

8.5" x 11" sign laminated in plasticspaced every 50' along the fence.

Crown drip line or other limit of Tree Protection area. Seetree preservation plan for fence alignment.

4'-0"

Notes:1- See specifications for additional treeprotection requirements.2- If there is no existing irrigation, seespecifications for watering requirements.3- No pruning shall be performed exceptby approved arborist.4- No equipment shall operate inside theprotective fencing including during fenceinstallation and removal.5- See site preparation plan for anymodifications with the Tree Protectionarea.

KEEP OUTTREE

PROTECTIONAREA

6'-0

"2'

-0"

Three (3") two inch lodge polestakes. Install approximately 2"away from the edge of the rootball. Stake location shall notinterfere with permanent branches.

32" long non-abrasive rubber ties.

PLAN VIEW

Rubber tree ties.Lodge pole stakes.

Remove nursery stake. Ifcentral leader needs to bestraightened or held erect, it isacceptable to attach a 1/2" x 8'

bamboo pole to the central leaderand trunk.

Prevailing wind.

Remove existing turf, thatch,groundcover, plants, orweeds.

Finished grade.

Existing soil.

Till top 6" of soil.

6"±


PROJECT

FOR THE:


DRAWING NUMBER:

FMSID NO:

DRAWN BY:

CHECKED BY:

STRUCTURAL ENGINEER


CONSULTANTM.E.P.






NOT FOR

CONSTRUCTION


DOB APPROVAL STAMP


FOR REFERENCE

PROJECT STATUS


CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT



CONSULTANT


SHEET TITLE

DOB BSCAN STICKER



4/18/2

018 7

:52:42

PM



2017-09-15

A-990.00

LBC17MPGD

AuthorChecker

DESIGN DEVELOPMENT

LANDSCAPE DETAILS

0' 1' 4' 8' 12'

N


1/2" = 1'-0"1 PERENNIAL / GROUNDCOVER PLANTING

1 1/2" = 1'-0"

TYP RUBBER SAFETY SURFACE @ CONCRETE CURB3

1 1/2" = 1'-0"4 TYP PAVEMENT @ STEEL EDGING

1/2" = 1'-0"2 TREE IN POORLY DRAINED SOIL

1/2" = 1'-0"5 TREE ON SLOPE

1/4" = 1'-0"6 TREE PROTECTION DETAIL

1/2" = 1'-0"7 TREE STAKING

1/2" = 1'-0"8 SOIL MODIFICATION

mapleton branch library reading garden design …€¦ · align project location a. general notes:...

Documents