2015 DDC Planted Fountain Drawings

FK

February 12, 2015

DESCRIPTION DATE

DRAWN BY:

CHECKED BY:

DATE:

DRAWING NUMBER:

CADO FILE No:

OF

PROJECT NO:

CAPITAL PROJECT NUMBER:

PLANTED FOUNTAINAND SITEWORK

L-000

2 9

LG

SURVEY-REFERENCE DRAWING

QUEENS BOROUGH HALLFOR THE:

PW77417F

PROJECT

REVISIONS:

SEAL & SIGNATURE

NO.

DRAWING TITLE:

QUEENS BLVD. & UNION TPKE.

PW77417F

SCALE: 1"=10'1REMOVE BENCH AND FOOTINGS COMPLETE.

QUEENS BOULEVARD

N

UNIO

N TU

RNPI

KELEGEND

EXIST. STEEL BAR FENCE

EXISTING TREE

REMOVE CLF COMPLETE

REMOVALS

REMOVE PAVEMENT

BUSSHELTER

TREE PROTECTION

REMOVALS PLAN

1. Removal to be confined to areas shown on plan and corresponding notes.

2. Temporary partitioning, such as plywood enclosures or other assemblies shall be used to controlthe spread of dust and construction debris.

3. All park egress ways to remain open and unobstructed at all times during demolition andconstruction.

4. Protect all existing equipment, utilities, lines, fixtures and finishes to remain, both above andbelow ground.

5. Notify structural engineer prior to the removal or alteration of any structural elements. If there isany question about the structural role of any component to be removed, notify DDCt prior toproceeding with work.

6. Report discrepancies from contract documents to architect and request all scope clarificationsfrom architect. Field discrepancies to be resolved with architect prior to start of work.

7. Existing masonry and concrete shall carefully be removed. No jackhammer shall be used unlessotherwise deemed necessary by the construction manager and approved by QBH and DDC.

8. Contractor shall provide temporary supports for existing structures as required by demolitionwork or new construction. Contractor shall be responsible for the structural integrity of the site.Temporary bracing and shoring shall be as per c26-190 of the New York City building code.

9. General contractor shall be responsible for removal and/or salvage of all existing abandonedfixtures, plants, brick and any other equipment and construction debris. All materials removedshall be disposed legally off the site.

10. Where existing concrete pavement is removed, the Contractor shall sawcut and neatly trim edgeof remaining pavement before installing new construction.

11. Unless otherwise specified or indicated, all concrete shall have a minimum compressive strength@ 28 days of 4,000 PSI.

12. All existing trees and vegetation to remain shall be protected by the Contractor. Any damagedtrees and/or vegetation shall be replaced in kind at the expense of the Contractor.

13. The Contractor shall be responsible for all work zone pedestrian traffic control. The street andwalks shall be kept clear and clean at all times. All required wall protection and barricades shallbe included. All demolition and removal work shall be executed in accordance with therequirements of all applicable rules, regulations, codes and ordinances in effect.

14. The Contractor shall be responsible for arranging with the Queens Borough Hall, New York CityDepartment of Design and Construction and the construction manager for site access, storageand waste handling. Contractor shall comply with all New York City Department of Design andConstruction rules and regulations and applicable provisions of the New York City building coderegarding demolition and renovation/construction work in the building.

15. All adjoining property affected by the demolition work shall be protected by the provisions of thetenant safety notes and subchapter 19 of the New York City building code.

16. All demolition shall be performed by methods which will prevent damage to areas that areexisting to remain. Contractor shall provide temporary site protection as required to these areas.Existing drainage structures shall be protected throughout construction and thoroughly cleanedout and left in good working order. Any damage that does occur, shall be corrected to thearchitects satisfaction and at the contractors expense.

17. No building materials, equipment or trash shall be stored in public spaces.

18. The construction site shall be kept in a safe, clean condition during all phases of the project,including demolition. All accesses and exits shall remain clear at all times.

19. Contractor shall exercise all due care to ensure that there will be no disruption in electrical, gasor communication service to all surrounding areas during demolition. Contractor shall notify theQueens Borough Hall, New York City Department of Design and Construction and theconstruction manager at least (3) days prior to a required service shut down.

20. Demolition contractor shall be responsible for all items shown on the drawings to be removedincluding, but not limited to, abandoned fixtures; fixed and movable equipment. All materialremoved shall be disposed of legally off site.

21. The Contractor shall arrange for container deliveries and pick-ups at regular intervals.

REMOVAL NOTES

PROVIDE TREEPROTECTION, TYP.

PROVIDE TREE PROTECTION.TYP.

ENLARGE TREE PIT AS SHOWN.SAWCUT ALONGEXPANSION JOINT ANDREMOVE CONCRETE -TYP.

CAREFULLY REMOVE ENTIRESECTION OF EMBEDDEDSTONES COMPLETE.

REMOVE EXISTING CHAINLINKFENCE AROUND FOUNTAIN,COMPLETE.

CAREFULLY REMOVE ALLCONCRETE PAVEMENT WITHINTHE CIRCLE COMPLETE.SAWCUT ALONG EXPANSION JOINTS.

5' 20'0 10'

FK

February 12, 2015

NO. DESCRIPTION DATE

DRAWN BY:

SEAL & SIGNATURE

CHECKED BY:

DATE:

REVISIONS:

DRAWING TITLE:

DRAWING NUMBER:

CADO FILE No:OF

PROJECT NO:

FOR THE:

PROJECT



PW77417F

QUEENS BOROUGH HALL

L-100

3 9

LG

EXIST. DRAINAGE SYSTEMSHALL BE FLUSHED AND CLEANED OUT.INLETS SHALLBE PROTECTED.

SAWCUT CAREFULLYTO PRODUCE A CLEAN,SMOOTH RADIUS.

PW77417F


REMOVE SHRUB MASS ALONGFENCE, TYP.

SCALE: 1"=10'1INSTALL 6' BENCHES AND TRASHRECEPTACLES-TYP.SURFACE MOUNT AS PER DETAILS ANDMANUFACTURER'S RECOMMENDATIONS. PATCHCONCRETE AS REQUIRED.

QUEENS BOULEVARD

N

UNIO

N TU

RNPI

KELEGEND

EXIST. STEEL BAR FENCE

EXISTING TREE

NEW 12' HIGH LIGHTPOST

BUSSHELTER

MATERIALS AND LAYOUT PLAN

EXISTING SHRUB MASS

DRAIN INLETS SHALL BE COVEREDWITH GEOTEXTILE.

NEW 4" CONCRETE

EXIST. 12' HIGH LIGHTPOST

NEW TRASH RECEPTACLE

MIN.

3'-0"

MIN.3'-0"TYP

. TYP.

INSTALL BAND OF EMBEDDED STONESIN CONCRETE, COMPLETE.

3'

3'

EQ.(+/-15') EQ. (+/-15')CL

PW77417F

QUEENS BOROUGH HALL

PROVIDE TWO (2) LEDRIVERSIDE LUMINAIRES ONDOT TYPE B POLES. CONNECTTO EXISTING LIGHTS, TYP.

CONNECT NEW LIGHTS TOEXIST SITE PEDESTRIAN LIGHTS, TYP.

QUEENSBOROUGH

HALL

MIN.

2'-0"

TYP.

MIN.

2'-0"

TYP.

PATCH CONCRETE AT BENCHREMOVAL.

1'-6"

5' 20'0 10' FK

February 12, 2015


DRAWN BY:

SEAL & SIGNATURE

CHECKED BY:

DATE:

REVISIONS:

DRAWING NUMBER:

CADO FILE No:OF

PROJECT NO:

FOR THE:

PROJECT



L-101

4 9

LG

NEW PEBBLED PAVEMENT

EQ.(+/-18') EQ. (+/-18')

CL

14'-0

"

ALIGN

MARBLE FOUNTAIN AND STEPS SHALL BERECONSTRUCTED OR PATCHED WITH STONE.COLOR, STRENGTH AND TEXTURE OF THE NEWMATERIALS SHALL MATCH THE EXISTING STONE.SEE FOUNTAIN RECONSTRUCTION DRAWING L-103AND L-104 AND SPECS FOR COMPLETESCOPE OF WORK .

T

T

T

T

RE-ATTACH ACCESS PANELS OFEXISTING PEDESTRIAN LIGHTS (2) .

11

9L-105

4" CONCRETE PAVEMENT, TYP. 7L-105

7L-105

10L-105

EJ

EJ

EJ

EJ

NEW 6' BENCH

EXPANSION JOINT

EJ

EJEJ EJ

PW77417F

EJ

EJ

EJ

EJ

EJ

EJ

EJEJ

EJ

EJ


+/- 22'-2"

L-105

FOR PLANTED FOUNTAINSEE PLANTING PLAN L-102

13L-105

PROVIDE AND INSTALL BRONZE PLAQUEWITH BLIND STUD MOUNTINGON EXISTING FENCE.

DRAWING TITLE:

PW77417F

FK

February 12, 2015


DRAWN BY:

SEAL & SIGNATURE

CHECKED BY:

DATE:

REVISIONS:

DRAWING NUMBER:

CADO FILE No:OF

PROJECT NO:

PROJECT



L-102

5 9

LG

PLANTING PLAN

FOR THE:

QUEENS BOROUGH HALL

1 SCALE: 1"=5'

LEGEND

NEW TREE

GROUNDCOVER

DECIDUOUS SHRUBS

PERENNIALS

QUEENS BOROUGH HALL PARK PLANTING PLAN

PLANT SCHEDULE

FOTHERGILLA

BOXWOOD

LILY TURF

COMMENTQUAN. KEY BOTANICAL NAME SIZE ROOT SPACING

16

8'-10' B&B AS SHOWN

5 GAL. AS SHOWN FULL SPECIMEN24"-30"

FULL SPECIMEN

Dwarf Fothergilla

3 PS Prunus sargentii Sargent's Cherry 3" CAL. B&B AS SHOWN FULL SPECIMEN

AS SHOWN FULL SPECIMEN

FG Fothergilla gardeniiBU 72

1 CK Cornus kousa Korean Dogwood

300 DA Mixed Daffodil Spring Bulbs Daffodils bulbs scattered through lilyturf groundcover

18" o.c. 6"- 12" 450 VM Liriope muscari 'Monroe White' 'Monroe White' Lilyturf

SARGENT'S CHERRY (3)

Buxus microphylla 'Franklin's Gem' Boxwood 'Franklin's Gem' 18"-24"1 GAL..

3 GAL.

5' 20'0 10'

KOUSA DOGWOOD

N INSTALL TOPSOIL AND MULCH FORENLARGED TREE PIT.

EXISTING TREE

REPAIR AND PROVIDE LAWN IN AREASDISTURBED BY CONSTRUCTION ACTIVITY .

PROVIDE LAWN INALL AREAS DISTURBEDBY CONSTRUCTION ACTIVITY-TYP.

T

T

T

PW77417F

PROVIDE GEOTEXTILE FABRIC TO COVER THETWO DRAIN INLETS AND FLASHING FOR THEWATER PIPES TO PREVENT SOIL FROMENTERING THE DRAINAGE SYSTEM. SEE13,15/L-105-AND PLANTING SPEC..


44 SE Sedum Sun Sparkler 'Dazzleberry Stonecrop Sun Sparkler 1 GAL.. INSTALLED IN POTS

SEDUM (44) SEE 14/L-105

ENLARGEMENT OF FOURUPPER BASINS

DRAWING TITLE:

PW77417F

FK

February 12, 2015


DRAWN BY:

SEAL & SIGNATURE

CHECKED BY:

DATE:

REVISIONS:

DRAWING NUMBER:

CADO FILE No:OF

PROJECT NO:

PROJECT



L-103

6 9

LG

RECONSTRUCTION PLAN 1

FOR THE:

QUEENS BOROUGH HALL

LEGEND

REPLACE FULL UNIT

REPLACE PARTIAL UNIT(DUTCHMAN REPAIR)

CEMENTITIOUS PATCH

CRACK REPAIR

SCALE:QUEENS BOROUGH HALL PARK FOUNTAIN RECONSTRUCTION1

5' 20'0 10'N

FOUNTAIN STEPS FOUNTAIN BASIN AND STONEWORK

REMOVE STUCCO AT JOINT BETWEENFLOOR AND WALL OF BASIN. FILLJOINT AND RE-STUCCO,TYP.

REMOVE STUCCO FROM THISSECTION OF BASIN WALLAND RE-STUCCO,TYP.

REMOVE STUCCO ANDRE-STUCCO

1. Number each stone at the three tiers of steps, using marker that can be completely removedwithout damaging the stone. Provide a photographic survey of the numbered stones prior toremoval.

2. Carefully remove the stones without damage. Protect and store stones to be reused. Copynumbers onto an unseen location )e.g., bottom, rear) that will be evident following cleaning of thestones so that stones can be returned to their original locations. Salvage stones not to be reusedas needed as a source for Dutchman repairs.

3. Provide one or more of the stones to be reused to the provider of the proposed cleaning andconsolidation materials for testing (see testing program).

4. Remove old mortar from base and from stones; prepare bed for resetting.

5. Stones may be cleaned before or after they are reset on the base (see cleaning spec).

6. Fabricate and install new stones where indicated on drawings to match the original size andprofiles, using matching marble (believed to be originally sourced from Vermont).

7. Undertake Dutchman repairs where indicated on drawings, using salvaged stone or matchingnew stone. Match the contours of the blocks to which the Dutchman inserts are attached.Dutchman inserts are to be attached with stainless steel pins and epoxy.

8. Set the old and new stone steps on the prepared concrete base using a full mortar bed (seemortar spec). Do not point at this stage.

9. Ease the edges of the new full and partial stone replacements to reduce their contrast with theold, weathered blocks. Do not remove material from the old stones.

NOTES AND SCOPE OF WORKFOR FOUNTAIN STABILIZATIONBASE STEPS

1. Remove all pointing mortar using hand tools. Small, hand-held power grinders may be usedfollowing testing and approval of a sample of work, but only for horizontal joints and vertical jointswhere there are no adjacent stone blocks. Grind only the center of the joints, and remove theremaining mortar with hand tools. Do not damage the stone or widen the joints.

2. Undertake stone replacement and Dutchman repairs where indicated on drawings, usingsalvaged stone or matching new stone. Dutchman inserts to be attached with stainless steel pinsand epoxy.

3. Ease the edges of the new full and partial stone replacements to reduce their contrast with theold, weathered blocks. Do not remove material from the old stones.

4. Clean all stonework (see cleaning spec).

5. Undertake cementitious repairs as noted on drawings and specifications.

6. Apply consolidant based on test results (see spec).

7. Point all stonework (see pointing spec).

REMAINDER OF STONEWORK

1. Chip out loose and damaged stucco and underlying concrete from the main basin. Undercutlarge cracks and holes to provide a key. Apply patching mortar, providing a smooth, levelrepair. Follow all manufacturer's recommendations for preparation and curing of substrateand for application of primer.

2. Install Kemper system or approved equal for fountain linings in main basin and in four upperbasins. Terminate the material at the joint line between the stone coping and stucco basinlining. Use typical manufacturer's termination details at the two functioning drains in the mainbasin and at the pipe penetrations. Seal the four open water supply pipes within the mainbasin but do not remove the pipes.

3. Apply geotextile to cover both drain inlets.

4. At the upper platform, clean remains of embedded iron clamps and apply full coats ofrust-inhibitive primer and paint to the visible iron. Fill all holes and cracks with

patching mortar, then apply a full coat of cement stucco, feathering the stucco at the edges of the platform so it is not visible from below.

BASINS AND UPPER PLATFORM

TESTS, SAMPLES AND SUBMITTALS FOR STONE WORK

1. New marble for full replacement stone blocks, for type, color, grain, etc.

2. Replacement stone for workmanship, including form, texture and finish.

3. Partial (Dutchman) replacement stone for workmanship, including form, texture, finish, fitting.

4. Cementitious patching for mix recipe and workmanship.

5. Removal of mortar.

6. Pointing mortar for mix recipe, color and texture.

7. Workmanship for pointing mortar.

8. Marble cleaning test for appearance and effect on stone.

9. Marble consolidation test, including appearance and lab test results for penetration.

CRACK REPAIR, TYP.NOTE: MOST CRACKS EXTENDUP VERITICAL WALL OF BASIN.

CEMENTITIOUS PATCH, TYP.

DUTCHMAN REPAIR, TYP.

FULL REPLACEMENT, TYP.

PW77417F


DRAWING TITLE:

PW77417F

FK

February 12, 2015


DRAWN BY:

SEAL & SIGNATURE

CHECKED BY:

DATE:

REVISIONS:

DRAWING NUMBER:

CADO FILE No:OF

PROJECT NO:

PROJECT



PW77417F

L-104

7 9

LG

FOUNTAIN RECONSTRUCTIONELEVATIONS

FOR THE:

QUEENS BOROUGH HALL

LEGEND

REPLACE FULL UNIT

REPLACE PARTIAL UNIT(DUTCHMAN REPAIR)

CEMENTITIOUS PATCH

CRACK REPAIR

REMOVE STUCCO ANDRE-STUCCO

SCALE:QUEENS BOROUGH HALL PARK FOUNTAIN RECONSTRUCTION1

5' 20'0 10'

WEST ELEVATION

EAST ELEVATION

SOUTH ELEVATION

NORTH ELEVATION


3. TAMP PLANTING MIX FIRMLY

EACH PLANT BALL.

4. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER

AS PIT IS FILLED AROUND

INSTALLATION.

TAMP SOIL MIX UNDER

MINIMIZE SETTLEMENTEACH PLANT BALL TO

OF APPROVED

ENTIRE PLANTING BED"V" TRENCH AROUND

MULCH

PLANTING BEDEDGE OF

MIN. 2" HT.

3" LAYER

TYP. COLLAR

PLANT MIX

SEE LANDSCAPE PLANSPACING VARIES

INSTALL PLANTS ATFINSHED GRADE

2.

1. SCARIFY ROOT MASS IFUSING CONTAINERIZEDPLANT MATERIAL.

3. TAMP PLANTING MIX FIRMLY

EACH PLANT BALL.

4. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER

AS PIT IS FILLED AROUND

INSTALLATION.

INSTALL PLANTS ATFINSHED GRADE

2.

1. SCARIFY ROOT MASS IFUSING CONTAINERIZEDPLANT MATERIAL.

6" GRAVELSURROUNDED BYFILTER FABRIC

PLANTING TOPSOIL

MULCH

SPREAD AND LIFTRUNNERS ABOVE MULCH

CORED WEEP HOLES

6"

6"3'

-0" M

IN.

3'-6

"

1-0"

(3) CEDAR STAKES

2'-0" SAUCER, TYP.

3 PIECES OF NEW REINFORCED RUBBER HOSE

4"6"

EXIST. LAWN

4 - 1 14" DIA. STEEL ANCHORBOLTS, 1 14" - 7 THREAD TO BE 4"LONG, H.D. GALVANIZEDTHREADED END FOR 6" DISTANCE

CLASS 1 CONC (1:2:4) TOATTAIN 3500 PSI IN 7 DAYS

COMPACTEDSUBGRADE

4 #6 VERTICAL BARS6 #4 HORIZONTALBARS AT 13" ONEACH SIDE

NOTE:1. HEIGHT OF POLE 12' = 5'-0"DEPTH

HT.

OF

PO

LE

4 - 1 14" MALLEABLEIRON BOLT COUPLING4" LONG 18

" MIN

.

38"

3 1 2"

4"

TRANSFORMER BASE

BRONZEGROUNDINGBUSHING

APPLY APPROVED CORROSIONINHIBITING COMPOUND

BETWEEN HOLD-DOWN HARDWAREAND CONTACT- AREA OF TRANSFORMERBASE 2" CHAMFER

3"

2. DETAIL IS SCHEMATIC ONLY.SEE NYC DOT DETAIL FORTYPICAL FOUNDATIONS FORLAMPPOSTS.

KEMPER SYSTEMFOUNTAIN LINEROR EQUAL

LINE BASIN WITH 2 PLY(8MIL.) POLYFILM TO CATCHWATER RUNOFF. PROVIDE2" PEBBLES TO STABILIZEPOTTED PLANTS.

PERENNIALS IN POTS

PLAN SECTION

SEDUM "CHERRY TART"

INSTALL GEOTEXTILE OVERDRAIN INLETS, TYP.

EXISTING 4' S.B.F.

9" X 18" CAST BRONZE PLAQUEBOLTED TO FENCE

FINISHED GRADE

THIS FOUNTAIN PLAZA

IS DEDICATED TO

THE WOMEN OF QUEENS

MATERIAL: CAST BRONZEFONT: ARCHITECTURAL PRISMAFINISH: STAIN FINISH RAISED LETTERING AND BORDERBLIND STUD MOUNTING ON FENCE.

BASIS OF DESIGN IS IMPACT SIGNSTEL. # 707-469-7178, IMPACTSIGNS.COMOR APPROVED EQUAL.

SCALE: 12"=1'-0"1 2

3 SCALE: 3/8"=1'-0"

4 SCALE: 3/8"=1'-0"

5 SCALE: 3/8"=1'-0"

7 SCALE: 3/4"=1'-0"

9 SCALE: 1/8"=1'-0" SCALE: 18"=1'-0"10

DRAWING TITLE:

PW77417F

FK

February 12, 2015

DESCRIPTION DATE

DRAWN BY:

SEAL & SIGNATURE

CHECKED BY:

DATE:

REVISIONS:

DRAWING NUMBER:

CADO FILE No:

OF

PROJECT NO:

PROJECT



L-105

LG

FOR THE:

QUEENS BOROUGH HALL

SCALE: 3/16"=1'-0"

CONSTRUCTION DETAILS

8 9

QUEENS BLVD. & UNION TPKE.SCALE: 12"=1'-0"11

PW77417F

14

6 SCALE: 1/4"=1'-0"

SCALE: 12"=1'-0"12SCALE: 14"=1'-0"15

SCALE: 3/8"=1'-0"

SCALE: 18"=1'-0"13

DRAWING TITLE:

PW77417F

FK

February 12, 2015

DESCRIPTION DATE

DRAWN BY:

SEAL & SIGNATURE

CHECKED BY:

DATE:

REVISIONS:

DRAWING NUMBER:

CADO FILE No:OF

PROJECT NO:

PROJECT



L-106

9

LG

HISTORIC FOUNTAIN DETAILSFOR REFERENCE ONLY

FOR THE:

QUEENS BOROUGH HALL

SCALE: 14"=1'-0"1

SCALE: 18"=1'-0"4

1 FOR REFERENCE ONLY FOR REFERENCE ONLY

FOR REFERENCE ONLY

9

SCALE : 316" = 1'-0"

PW77417F


SCALE: 18"=1'-0"3 FOR REFERENCE ONLY

UPDATED 1_ T-100DDC-DCAS TITLESHEETUPDATED 2_ L-000 SurveyUPDATED 3_ L-100 Removals PlanUPDATED 4_L-101 Material and Layout PlanUPDATED 5_L-102 Planting PlanUPDATED 6_L-103 ReconstructionUPDATED 7_L-104 Reconstruction ElevationsUPDATED 8_ L-105 CONST. DETAILSUPDATED 9_L-106 HIST. FOUNTAIN DETAILS

2015 DDC Planted Fountain Drawings

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Transcript of 2015 DDC Planted Fountain Drawings