BATTERY PARK CITY AUTHORITY ROCKEFELLER PARK TERRACE PLAYGROUND RECONSTRUCTION CITY OF NEW YORK, BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE PLAYGROUND …...project no. date: scale: drawing no. no.date revision int. battery park city authority. city of new york. unauthorized alteration or addition
REMOVALS/RECONSTRUCTION FRAMING, FOOTING AND SWING DETAILS
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REMOVALS/RECONSTRUCTION AREA II-A DETAILS
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REMOVALS/RECONSTRUCTION AREA II-C DETAILS
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REMOVALS/RECONSTRUCTION AREA II-C SUSPENSION BRIDGE DETAILS
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REMOVALS/RECONSTRUCTION AREA III-B, III-C DETAILS
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REMOVALS/RECONSTRUCTION AREA III-D DETAILS
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REMOVALS/RECONSTRUCTION AREA III-D, III-E DETAILS
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REMOVALS/RECONSTRUCTION AREA III-E, III-F DETAILS
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REMOVALS/RECONSTRUCTION AREA III-A DETAILS
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REMOVALS/RECONSTRUCTION AREA II-B DETAILS
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REMOVALS/RECONSTRUCTION AREA NORTHPARK PLAY GROUND - I
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REMOVALS/RECONSTRUCTION AREA NORTHPARK PLAY GROUND - II
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REMOVALS/RECONSTRUCTION OF EXISTING WATER PLAY DETAILS
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RECONSTRUCTION DETAILS
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TYPICAL REPAIR DETAILS
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EXISTING SECTIONS AND DETAILS
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PLAYGROUND EQUIPMENT PLAN
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SURFACE AREA TYPES AND DRAIN PLAN
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REMOVALS/RECONSTRUCTION OF SPRAY POOL
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N.T.S.
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PROJECT SITE
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LOCATION MAP
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CONTRACTOR'S PRICE BID FOR LUMP SUM ITEMS SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE WORK, WITHOUT ANY ADDITIONALCOSTS TO THE BPCA.
QUANTITIES INDICATED ABOVE ARE ESTIMATED BASED ON THE BEST INFORMATION KNOWN DURING THE PREPARATION OF THECONTRACT DOCUMENTS, AND SHALL NOT BE CONSTRUED AS FINAL QUANTITIES FOR THE WORK.
CONTRACTOR TO PROVIDE UNIT PRICES FOR THE FOLLOWING ITEMS. ITEMS WILL BE ADDED TO THE CONTRACT (AOBE) - AS ORDERED BYENGINEER, IF REQUIRED.
ANY MATERIALS CONSUMED IN RELATION TO THE EXTRA WORK WILL BE REIMBURSED UPON INSTALLATION/USE AT THE COST SHOWN ONACTUAL INVOICES WITH A 10% OVERHEAD PLUS 5% PROFIT ALLOWANCE. EXTRA WORK COSTS SHALL INCLUDE INSURANCE AND BONDCOSTS.
TIME AND MATERIALS PRICES FOR ADDITIONAL WORK ONLY.
BID BREAKDOWN
LABOR RATES
UNIT PRICE ITEMS
ITEMS WILL BE ADDRESSED AS DIRECTED BY THE ENGINEER ON AN AS-NEEDED BASIS UP TO THE AMOUNT SHOWN.
ALLOWANCE ITEMS
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-2
ESTIMATE OF QUANTITIES AND SCOPE OF WORK
AS NOTED
2
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SCOPE OF WORK
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%%UWORK REQUIRED:
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%%UCHANGES, CONTINGENCIES, EXTRA WORK AND DEDUCTIONS:
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%%USITE HOUSEKEEPING:
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GENERAL:
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MOBILIZATION
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WORK ZONE SAFETY CONTROL
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03
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DRAIN PIPES, CATCH BASINS AND MANHOLES CLEANOUT AND VIDEO INVESTIGATION
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05
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TOPOGRAPHIC SURVEY OPERATIONS
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ITEM NUMBER
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ITEM DESCRIPTION
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TOTAL PER ITEM
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THE CONTRACTOR SHALL NOT COMMENCE ANY WORK UNDER THE CONTRACT PRIOR TO A PRE-CONSTRUCTION CONFERENCE AMONG THE CONTRACTOR, THE BPCA REPRESENTATIVES AND OTHER CONCERNED GOVERNMENTAL AND UTILITY COMPANY REPRESENTATIVES. SITE ACCESS WILL BE DISCUSSED.
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BPCA RESERVES THE RIGHT, AT ANY TIME DURING THE PROGRESS OF THE WORK, TO ALTER THE PLANS OR OMIT ANY PORTION OF THE WORK AS IT MAY DEEM REASONABLY NECESSARY FOR THE PUBLIC INTEREST, MAKING ALLOWANCE FOR ADDITIONS AND DEDUCTIONS AT THE PRICES NAMED IN THE PROPOSAL FOR THE WORK, WITHOUT CONSTITUTING GROUNDS FOR CLAIM BY THE CONTRACTOR FOR DAMAGES OR FOR LOSS OF ANTICIPATED PROFITS.
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DURING PROGRESSION OF WORK, THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE SITE AND ADJACENT PREMISES FREE FROM MATERIALS, DEBRIS AND RUBBISH AND SHALL REMOVE THE AFOREMENTIONED FROM ANY PORTION OF THE SITE. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL OF HIS SURPLUS MATERIALS AND TEMPORARY STRUCTURES WHEN NO FURTHER NEED THEREOF DEVELOPS AND SHALL RESTORE THE SITE TO A NEAT ORDERLY CONDITION. AT THE CONCLUSION OF THE WORK, ALL ERECTION PLANT, TOOLS, TEMPORARY STRUCTURES, AND MATERIALS BELONGING TO THE CONTRACTOR SHALL BE PROMPTLY TAKEN AWAY, AND HE SHALL REMOVE AND PROMPTLY DISPOSE OF ALL WATER, DIRT, RUBBISH OR ANY OTHER FOREIGN SUBSTANCES. AFTER COMPLETION OF ALL OTHER WORK UNDER THE CONTRACT, THE CONTRACTOR SHALL CLEAN AND REMOVE FROM ALL CATCH BASINS AND MANHOLES, WITHIN THE LIMITS OF THE CONTRACT, ALL MATERIALS AND DEBRIS DEPOSITED THEREIN AS THE DIRECT RESULT OF HIS OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
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1.ATTEND PRE-CONSTRUCTION MEETING ATTEND PRE-CONSTRUCTION MEETING 2.MOBILIZE TO THE SITE MOBILIZE TO THE SITE 3.PERFORM CLEANOUT AND VIDEO INVESTIGATION OF THE EXISTING DRAINAGE SYSTEM. CLEANOUT METHOD SHOULD PERFORM CLEANOUT AND VIDEO INVESTIGATION OF THE EXISTING DRAINAGE SYSTEM. CLEANOUT METHOD SHOULD BE WATERJET OR ENGINEER APPROVED ALTERNATIVE. AFTER CLEANOUT, DRAIN PIPES SHALL BE OBSERVED THROUGH VIDEO. ALL DAMAGES AND/OR ABNORMALITIES SHALL BE REPORTED TO THE ENGINEER. 4.COMMENCE DETAILED PRE-CONSTRUCTION SURVEY OF THE SITE WITH ALL EXISTING PLAYGROUND EQUIPMENT AND COMMENCE DETAILED PRE-CONSTRUCTION SURVEY OF THE SITE WITH ALL EXISTING PLAYGROUND EQUIPMENT AND FURNISHINGS, INCLUDING DOCUMENTING THE DIMENSIONS OF ALL POSTS AND OTHER TIMBER MEMBERS BEING REPLACED, ALL STEEL PLAYGROUND COMPONENTS AND MESH PANELS BEING REFURBISHED AND PAINTED, ALL PLASTIC AND NYLON PLAYGROUND ELEMENTS BEING REPLACED AND/OR REINSTALLED, VARIOUS HARDWARE, STEEL PICKET FENCES AND UTILITY SERVICES. IDENTIFICATION TAGS REFERENCING PLAN AND ELEVATION DRAWINGS SHALL BE PLACED ON ALL ITEMS BEING REMOVED AND REPAIRED TO IDENTIFY THE LOCATION FOR REINSTALLATION OF ITEMS. A DETAILED PHOTO SURVEY SHALL BE COMPLETED AS A PART OF THE PRE-CONSTRUCTION SURVEY. 5.INSTALL TEMPORARY 6' TALL BARRIER FENCE AT PERIMETER OF SITE, AND TYPE III CONSTRUCTION BARRICADES INSTALL TEMPORARY 6' TALL BARRIER FENCE AT PERIMETER OF SITE, AND TYPE III CONSTRUCTION BARRICADES AND/OR OTHER DEVICES WHERE NECESSARY FOR WORK ZONE SAFETY CONTROL. 6.INSTALL TEMPORARY SILT FENCE AND FABRIC COVERS FOR ALL EXISTING DRAIN INLETS WITHIN SITE TO PROTECT INSTALL TEMPORARY SILT FENCE AND FABRIC COVERS FOR ALL EXISTING DRAIN INLETS WITHIN SITE TO PROTECT EXISTING DRAINAGE SYSTEM. 7.REMOVE AND STORE EXISTING BENCHES, PICNIC TABLES, AND OTHER FURNISHINGS AFFECTED BY CONSTRUCTION. REMOVE AND STORE EXISTING BENCHES, PICNIC TABLES, AND OTHER FURNISHINGS AFFECTED BY CONSTRUCTION. 8.SAWCUT EXISTING PLAYGROUND SAFETY SURFACE AND UNDERLAYMENT FULL DEPTH TO SEPARATE GARGOYLE SAWCUT EXISTING PLAYGROUND SAFETY SURFACE AND UNDERLAYMENT FULL DEPTH TO SEPARATE GARGOYLE SPRAY POOL AND BABIES WATER PLAY AREAS FROM AREAS THAT WILL RECEIVE NEW SAFETY SURFACE AND NEW UNDERLAYMENT. 9.REMOVE AND DISPOSE OF EXISTING SAFETY SURFACE WHERE INDICATED. REMOVE AND DISPOSE OF EXISTING SAFETY SURFACE WHERE INDICATED. 10.REMOVE AND DISPOSE EXISTING PAVEMENT UNDERLAYMENT AND BASE MATERIAL IN PLAYGROUND AREA, UP TO REMOVE AND DISPOSE EXISTING PAVEMENT UNDERLAYMENT AND BASE MATERIAL IN PLAYGROUND AREA, UP TO 8.00 INCHES THICK, EXCEPT AT GARGOYLE AND BABIES WATER PLAY AREAS. 11.REMOVE AND DISPOSE OF EXISTING SANDBOX/PLAYGROUND SAND WHERE INDICATED. REMOVE AND DISPOSE OF EXISTING SANDBOX/PLAYGROUND SAND WHERE INDICATED. 12.REMOVE, REFURBISH, REPAIR, AND STORE ALL EXISTING STEEL AND OTHER PLAYGROUND ELEMENTS TO BE REMOVE, REFURBISH, REPAIR, AND STORE ALL EXISTING STEEL AND OTHER PLAYGROUND ELEMENTS TO BE REPAINTED AND REINSTALLED. REPAIRS AND PAINTING OF STEEL SHALL BE PERFORMED AT THE CONTRACTORS' SHOP. CONTRACTOR SHOULD INFORM ENGINEER OF SHOP LOCATION AND DATES OF ACTIVITIES TO ASSIGN PROPER IN SHOP INSPECTION. 13.REMOVE AND DISPOSE 4.5”, 6” OR 8” DIA. AND 8” X 8” EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND REMOVE AND DISPOSE 4.5”, 6” OR 8” DIA. AND 8” X 8” EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND , 6” OR 8” DIA. AND 8” X 8” EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND OR 8” DIA. AND 8” X 8” EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND DIA. AND 8” X 8” EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND X 8” EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND TIMBER POSTS AT ALL PLAY EQUIPMENT, PERGOLAS AND CAROUSEL GAZEBO AREAS. 14.REMOVE AND DISPOSE ALL EXISTING ALASKAN CEDAR LAMINATED OR SOLID WOOD ELEMENTS INCLUDING, BUT NOT REMOVE AND DISPOSE ALL EXISTING ALASKAN CEDAR LAMINATED OR SOLID WOOD ELEMENTS INCLUDING, BUT NOT LIMITED TO, BEAMS, DECKING, STEPS, FILLER PANELS, PERGOLAS AND CAROUSEL GAZEBO. 15.REPLACE STEEL SLEEVES AND/OR SLEEVE ANCHOR BOLTS, AS ORDERED BY ENGINEER, IF NECESSARY. REPLACE STEEL SLEEVES AND/OR SLEEVE ANCHOR BOLTS, AS ORDERED BY ENGINEER, IF NECESSARY. 16.REPLACE THE EXISTING DRINKING FOUNTAINS WITH NEW DRAIN-FREE TROUGH TYPE. CONNECT TO EXISTING WATER REPLACE THE EXISTING DRINKING FOUNTAINS WITH NEW DRAIN-FREE TROUGH TYPE. CONNECT TO EXISTING WATER LINES AT EACH LOCATION. 17.FURNISH AND INSTALL 4.5”, 6” OR 8” DIA. AND 8” X 8” SQUARE ALASKAN CEDAR TURNED ROUND TIMBER FURNISH AND INSTALL 4.5”, 6” OR 8” DIA. AND 8” X 8” SQUARE ALASKAN CEDAR TURNED ROUND TIMBER , 6” OR 8” DIA. AND 8” X 8” SQUARE ALASKAN CEDAR TURNED ROUND TIMBER OR 8” DIA. AND 8” X 8” SQUARE ALASKAN CEDAR TURNED ROUND TIMBER DIA. AND 8” X 8” SQUARE ALASKAN CEDAR TURNED ROUND TIMBER X 8” SQUARE ALASKAN CEDAR TURNED ROUND TIMBER SQUARE ALASKAN CEDAR TURNED ROUND TIMBER POSTS AT ALL PLAYGROUND EQUIPMENT, PERGOLAS AND CAROUSEL GAZEBO AREAS. MATCH EXISTING POST SIZES AND SHAPES. 18.REPAIR EXISTING PRE-CAST CONCRETE TABLES/SEATS IN-PLACE. REPAIR EXISTING PRE-CAST CONCRETE TABLES/SEATS IN-PLACE. 19.PLACE STABILIZED SOIL-AGGREGATE SUBBASE 4” THICK AS PART OF THE UNDERLAYMENT FOR POURED-IN-PLACE PLACE STABILIZED SOIL-AGGREGATE SUBBASE 4” THICK AS PART OF THE UNDERLAYMENT FOR POURED-IN-PLACE THICK AS PART OF THE UNDERLAYMENT FOR POURED-IN-PLACE PLAYGROUND SAFETY SURFACE. 20.INSTALL NEW ASPHALT PAVEMENT UNDERLAYMENT 3” THICK FOR POURED-IN-PLACE SAFETY SURFACE. INSTALL NEW ASPHALT PAVEMENT UNDERLAYMENT 3” THICK FOR POURED-IN-PLACE SAFETY SURFACE. THICK FOR POURED-IN-PLACE SAFETY SURFACE. 21.INSTALL NEW POURED-IN-PLACE SAFETY SURFACE, PLAYGROUND TYPE. INSTALL NEW POURED-IN-PLACE SAFETY SURFACE, PLAYGROUND TYPE. 22.REPAINT ALL PLAYGROUND STEEL ELEMENTS AFTER REPAIRS ARE APPROVED. MATCH EXISTING COLORS OR AS REPAINT ALL PLAYGROUND STEEL ELEMENTS AFTER REPAIRS ARE APPROVED. MATCH EXISTING COLORS OR AS ORDERED BY ENGINEER. 23.REINSTALL PREVIOUSLY REMOVED, REFURBISHED, REPAIRED, AND REPAINTED EXISTING STEEL AND OTHER REINSTALL PREVIOUSLY REMOVED, REFURBISHED, REPAIRED, AND REPAINTED EXISTING STEEL AND OTHER ELEMENTS, INCLUDING ALL NEW HARDWARE AND SUSPENSION ELEMENTS. 24.FURNISH AND INSTALL NEW ALASKAN CEDAR SOLID WOOD ELEMENTS INCLUDING, BUT NOT LIMITED TO, BEAMS, FURNISH AND INSTALL NEW ALASKAN CEDAR SOLID WOOD ELEMENTS INCLUDING, BUT NOT LIMITED TO, BEAMS, DECKING, STEPS, FILLER PANELS, PERGOLAS AND CAROUSEL GAZEBO AREAS. 25.REPAINT EXISTING 4'0” HIGH STEEL PICKET FENCE AND GATES SURROUNDING THE PLAYGROUND. REPAINT EXISTING 4'0” HIGH STEEL PICKET FENCE AND GATES SURROUNDING THE PLAYGROUND. HIGH STEEL PICKET FENCE AND GATES SURROUNDING THE PLAYGROUND. 26.RE-POINT EXISTING GRANITE WALLS AND SEAT WALLS AT THE GARGOYLE WATER PLAY AREA. RE-POINT EXISTING GRANITE WALLS AND SEAT WALLS AT THE GARGOYLE WATER PLAY AREA. 27.INSTALL NEW SANDBOX/PLAYGROUND SAND - UP TO 12” THICK AS INDICATED ON CONTRACT DRAWINGS. INSTALL NEW SANDBOX/PLAYGROUND SAND - UP TO 12” THICK AS INDICATED ON CONTRACT DRAWINGS. THICK AS INDICATED ON CONTRACT DRAWINGS. 28.REINSTALL EXISTING BENCHES, AND OTHER FURNISHINGS AFFECTED BY CONSTRUCTION. REINSTALL EXISTING BENCHES, AND OTHER FURNISHINGS AFFECTED BY CONSTRUCTION. 29.REMOVE ALL TEMPORARY SAFETY AND SECURITY DEVICES. REMOVE ALL TEMPORARY SAFETY AND SECURITY DEVICES. 30.DEMOBILIZE. DEMOBILIZE.
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REMOVE AND DISPOSE EXISTING SAFETY SURFACE, PLAYGROUND TYPE
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06
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REMOVE AND DISPOSE EXISTING ASPHALT/CONCRETE UNDERLAYMENT AND BASE MATERIAL.
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07
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REMOVE AND DISPOSE EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND TIMBER POSTS.
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08
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09
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REMOVE/REFURBISH/STORE ALL EXISTING STEEL AND OTHER PLAYGROUND ELEMENTS.
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10
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STABILIZED SOIL - AGGREGATE SUBBASE.
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11
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REMOVE AND DISPOSE ALL EXISTING ALASKAN CEDAR LAMINATED TIMBER AND ALL PLAYGROUND WOOD ELEMENTS.
FURNISH AND INSTALL NEW TO REPLACE EXISTING ALASKAN CEDAR LAMINATED TURNED ROUND TIMBER POSTS, REPLACE WITH NON-LAMINATED EQUIVALENT POSTS.
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15
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FURNISH AND INSTALL NEW TO REPLACE EXISTING ALASKAN CEDAR LAMINATED TIMBER AND WOOD ELEMENTS, REPLACE WITH NON-LAMINATED EQUIVALENT ELEMENTS.
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16
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REINSTALL EXISTING STEEL AND OTHER PLAYGROUND ELEMENTS.
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17
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REPAIR SPALLING AND/OR CRACKS ON EXISTING PRE-CAST CONCRETE TABLE/SEATS
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18
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REPLACE EXISTING SANDBOX/PLAYGROUND SAND, COARSE FINE SAND WASHED AND SCREENED.
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19
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REPAINT EXISTING 4'-0" HT. STEEL PICKET FENCE WITH GATES AND HANDRAILS IN PLACE.
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20
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REPOINT JOINTS AND/OR SEALANT AT EXISTING GRANITE WALLS AND SEATS IN THE GARGOYLE SPRAY POOL AREA
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REMOVE/STORE AND REINSTALL BENCHES, PICNIC TABLES, AND OTHER SITE FURNISHINGS IN THE AREA AFFECTED BY CONSTRUCTION.
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22
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02
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01
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REPLACE EXISTING DRINKING FOUNTAIN WITH NEW TROUGH-TYPE DRINKING FOUNTAIN.
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23
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CLOSE-OUT
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24
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21
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REPLACE EXISTING GALVANIZED STEEL SLEEVE AND BASE PLATE ASSEMBLY FOR WOOD POSTS.
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REPLACE ANCHOR BOLT FOR EXISTING STEEL SLEEVE ASSEMBLY
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UP3
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CAST-IN-PLACE CONCRETE
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ITEM NUMBER
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ITEM DESCRIPTION
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UNIT
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UP2
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UP1
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ESTIMATED QUANTITY
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PRICE PER UNIT
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TOTAL PER ITEM
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EACH
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EACH
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CUBIC YARD
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140
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100
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10
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LABORER FOREMEN
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LABORER
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3
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OPERATING ENGINEER
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4
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CARPENTER
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A
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LABOR
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UNIT
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TEAMSTER
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5
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UTILITY/COMPRESSOR TRUCK WITH SMALL TOOLS INCLUDING OPERATING COST
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1
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2
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DUMP TRUCK
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3
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JUMPING JACK
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4
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EXCAVATOR CAT 450 INCLUDING OPERATING COST
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PICKUP TRUCK
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5
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2
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1
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PRICE PER UNIT
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EQUIPMENT
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UNIT
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PRICE PER UNIT
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PER HR.
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PER HR.
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PER HR.
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PER HR.
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PER HR.
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PER DAY
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PER DAY
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PER DAY
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PER DAY
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PER DAY
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04
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PRE-CONSTRUCTION INVENTORY
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DRAINAGE MODIFICATIONS INCLUDING PIPE AND/OR DRAINAGE STRUCTURE REPAIRS AND/OR REPLACEMENT
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ITEM NUMBER
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ITEM DESCRIPTION
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AMOUNT
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A1
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$50,000.00
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-3
LEGENDS AND ABBREVIATIONS
AS NOTED
3
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LEGEND
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TREE PIT
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BENCH
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POST
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LAMP POST
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ABBREVIATIONS
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AOBE AS ORDERED BY ENGINEER AS ORDERED BY ENGINEER SSSAFETY SURFACESAFETY SURFACE
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NEW SAFETY SURFACE ON NEW UNDERLAYMENT
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DRINKING FOUNTAIN
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NEW PLAY SAND
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SAFETY SURFACE ON EXISTING UNDERLAYMENT
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4'-0" STEEL FENCE ON GRANITE CURB TO BE PAINTED
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DF
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EXISTING CONCRETE TABLE/SEAT TO BE REPAIRED
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EXISTING PICNIC TABLE
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SAWCUT SAFETY SURFACE AND UNDERLAYMENT
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-4
GENERAL NOTES
AS NOTED
4
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UTILITY NOTES
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GENERAL NOTES
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THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE M0DIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS & HIS OWN INVESTIGATION/INSPECTION.
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THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF BPCA WILL NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF BPCA, THE DAMAGED MATERIALS SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR. EXISTING GRANITE CURBS TO REMAIN SHALL BE PROTECTED. IF GRANITE CURB REQUIRE REMOVAL TO PERFORM ADJACENT POST REPLACEMENTS, THEY SHALL BE REMOVED, STORED, AND RESET-IN-PLACE AT NO ADDITIONAL COST TO BPCA.
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WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THE DISPOSAL AREA SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THOSE ITEMS.
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ACCESS TO THE SITE MAY INVOLVE REMOVAL AND REINSTALLATION OF GUIDERAILING, FENCING AND REMOVAL OF MISCELLANEOUS MATERIALS, PLANTS OR MINOR STRUCTURES AS DEEMED NECESSARY BY THE CONTRACTOR. THE BIDDER IS RESPONSIBLE FOR DETERMINING THE EXTENT OF WORK REQUIRED TO ACCESS THE SITE AND MUST PREPARE HIS/HER BID ACCORDINGLY.
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THE CONTRACTOR SHALL REPAIR AND RESTORE TO ORIGINAL CONDITION ANY DAMAGE BEYOND THE WORK LIMITS CAUSED BY HIS/HER OPERATION AT NO COST TO THE BPCA.
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THE E.I.C. MAY INCREASE OR DECREASE THE LIMIT OF WORK AS DEEMED NECESSARY.
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APPROXIMATE LOCATION OF RIGHT-OF-WAY, PROPERTY LINES, AND EASEMENTS ARE SHOWN ON THE PLANS BASED ON AVAILABLE INFORMATlON.
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ALL RIGHT-OF-WAY MONUMENTS AND PROPERTY CORNERS ARE TO BE SAFEGUARDED AND PRESERVED. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE AND SUBMIT A CONDITION INVENTORY OF ALL MONUMENTS AND SURVEY CONTROL WITHIN THE PROJECT LIMITS. ALL RIGHT-OF-WAY M0NUMENTS OR PROPERTY CORNERS THAT ARE DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION ARE TO BE REPLACED BY A N.Y.S. LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
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ANY ADDITIONAL TREE REMOVALS BEYOND THOSE LISTED IN THE PLANS MUST BE APPROVED BY THE E.I.C. PRIOR TO REMOVAL. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ALL OF THE EXISTING TREES WITHIN THE PROJECT LIMITS THROUGHOUT THE COURSE OF THE PROJECT, TO MINIMIZE AS MUCH AS POSSIBLE ANY DAMAGE OCCURRING TO THE TREES AS A RESULT OF CONSTRUCTION ACTIVITIES. PROTECTION IS TO BE IN PLACE BEFORE ANY WORK IS STARTED.
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THE CONTRACTOR SHALL PRUNE BRANCHES ON EXISTING TREES, TO PROVIDE VERTICAL AND HORIZONTAL CLEARANCE ALONG THE PROPOSED SIDEWALK UNDER THE DIRECTION OF BPCA OR AN AUTHORIZED REPRESENTATIVE. THE MINIMUM CLEARANCE PROVIDED SHALL BE EIGHT (8) FEET ABOVE PROPOSED GRADE AND FOUR (4) FEET FROM CENTERLINE OF SIDEWALK. NO ADDITIONAL PRUNING SHALL BE DONE BEYOND THOSE NECESSARY TO PROVIDE THE CLEARANCES LISTED. COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 201.06.
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THE CONTRACTOR SHALL ABIDE BY ALL CONDITIONS OF THE NYSDEC AND NYC PERMITS.
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ALL ROADWAY SURFACES ARE TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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10.
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11.
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12.
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1.
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ENVIRONMENTAL NOTES
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PERMITS PULLED BY THE CONTRACTOR FOR CONTAINER PLACEMENT OF MACHINERY SUCH AS DUMPSTER, CONCRETE TRUCK AND PUMP WILL BE INCLUDED WITH STIPULATIONS. [WZTC WOULD BE REQUIRED OF THE CONTRACTOR IF CONSTRUCTION ACTIVITIES IMPACT TRAFFIC, BOTH VEHICULAR & PEDESTRIAN & SHALL FOLLOW THE 2009 MUTCD].
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13.
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1.PRIOR TO DEMOLITION, EACH DRAIN WITHIN AREA OF SAFETY SURFACE SHALL BE PROTECTED FROM PRIOR TO DEMOLITION, EACH DRAIN WITHIN AREA OF SAFETY SURFACE SHALL BE PROTECTED FROM SILT WITH FABRIC WRAPPED COVERS. 2.CONTRACTOR SHALL EMPLOY MEASURES TO PREVENT CONTAMINATION OF THE SITE BY SILT, CONTRACTOR SHALL EMPLOY MEASURES TO PREVENT CONTAMINATION OF THE SITE BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS, CONCRETE, CONCRETE LEACHATE OR ANY OTHER POLLUTANT ASSOCIATED WITH THE PROJECT. 3.SILT FENCE OR OTHER SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL SILT FENCE OR OTHER SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCES AND MAINTAINED UNTIL PERMANENT STABILIZATION IS ESTABLISHED. 4.TEMPORARY SOIL, EROSION AND WATER POLLUTION CONTROL SHALL BE USED WHERE SHOWN ON TEMPORARY SOIL, EROSION AND WATER POLLUTION CONTROL SHALL BE USED WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE E.I.C.
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1.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL UTILITY WORK. ALL COSTS FOR UTILITY THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL UTILITY WORK. ALL COSTS FOR UTILITY COORDINATION SHALL BE INCLUDED IN ITEM 625.01. 2.EXISTING UTILITIES (LOCATIONS, SIZES AND INVERTS) SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM EXISTING UTILITIES (LOCATIONS, SIZES AND INVERTS) SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM FIELD SURVEYS AND RECORD MAPS AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER THE PROPOSED CONSTRUCTION, WHETHER ABANDONED OR IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY DIG SAFELY NEW YORK AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK. TEL. NO. 1-800-962-7962. COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 625.01. 3.WORK SHALL NOT COMMENCE UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN STAKED TO SHOW THEIR WORK SHALL NOT COMMENCE UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN STAKED TO SHOW THEIR LOCATION EITHER INSIDE OR OUTSIDE THE WORK AREAS. 4.THE CONTRACTOR SHALL DIG TEST PITS AT POTENTIAL UTILITY CONFLICT LOCATIONS NOT ALREADY THE CONTRACTOR SHALL DIG TEST PITS AT POTENTIAL UTILITY CONFLICT LOCATIONS NOT ALREADY IDENTIFIED AS BEING RELOCATED ON THE PLANS. COST FOR TEST PIT EXCAVATION SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 206.02. BACKFILL AND SURFACE RESTORATION SHALL BE INCLUDED IN THE PRICE BID FOR THE APPROPRIATE PAY ITEMS. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY IF A CONFLICT EXISTS. 5.THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS AND TAKE ALL PRECAUTIONS NECESSARY TO THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS AND TAKE ALL PRECAUTIONS NECESSARY TO PROTECT AND PRESERVE THE INTEGRITY OF EXISTING UTILITIES TO REMAIN, AND NEWLY INSTALLED UTILITIES AND SHALL PROVIDE UNINTERRUPTED SERVICE TO ALL USERS OF THE UTILITIES. UTILITIES ENCOUNTERED DURING CONSTRUCTION AND/OR EXCAVATION OPERATIONS SHALL BE SUPPORTED A.O.B.E. AND IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS, REGULATIONS, AND THE SPECIAL NOTE IN THE CONTRACT DOCUMENTS TlTLED "EXCAVATION PROTECTION SYSTEMS". COST FOR SUPPORTING UTILITIES SHALL BE INCLUDED IN ITEMS 552.16000199 AND 552.16000299. NO SEPARATE PAYMENT SHALL BE MADE FOR ANY ADDITIONAL WORK REQUIRED TO AVOID EXISTING UTILITIES TO REMAIN OR NEWLY INSTALLED UTILITIES. 6.ALL PRIVATE UTILITY WORK TO BE PERFORMED BY THE UTILITY COMPANY. EXCEPT AS NOTED ON THE ALL PRIVATE UTILITY WORK TO BE PERFORMED BY THE UTILITY COMPANY. EXCEPT AS NOTED ON THE PLANS. UTILITY FACILITIES CONSTRUCTED BY OTHERS ARE SHOWN ON THE PLANS TO AID THE CONTRACTOR IN COORDINATING THE WORK. THE CONTRACTOR SHALL PROVIDE ALL SURVEY AND STAKEOUT AS NECESSARY AND/OR A.O.B.E. FOR THE UTILITY COMPANIES TO CONSTRUCT THEIR FACILITIES AS SHOWN ON THE PLANS, AND AT ELEVATIONS COMPATIBLE WITH ROADWAY AND DRAINAGE IMPROVEMENTS. CHANGES TO UTILITY LOCATIONS MUST BE APPROVED BY THE ENGINEER AND THE COUNTY. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE UTILITY COMPANIES RELOCATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE UTILITY COMPANIES RELOCATE THEIR FACILITIES AT THE LOCATIONS SHOWN ON THE PLANS AND AT LOCATIONS THAT WILL NOT CONFLICT WITH OTHER COMPLETED OR FUTURE WORK ON THE PROJECT. 8.PRIOR TO DEMOLITION COMMENCING, EACH DRAIN INLET WITHIN CONTRACT LIMITS SHALL BE TESTED PRIOR TO DEMOLITION COMMENCING, EACH DRAIN INLET WITHIN CONTRACT LIMITS SHALL BE TESTED FOR POSITIVE DRAINAGE BY FLOODING THE AREA IN THE PRESENCE OF THE ENGINEER. TESTING DRAINAGE AT NO ADDITIONAL COST TO THE BPCA. CLEARING OF CLOGGED OR DAMAGED DRAINAGE INLETS AND PIPING SHALL BE "AS ORDERED BY ENGINEER" (A.O.B.E). PAYMENT FOR CLEARING DRAIN PIPING SHALL BE PAID UNDER RESPECTIVE ITEM BID.
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SOIL EROSION AND SEDIMENT CONTROL NOTES
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1.PRIOR TO DEMOLITION, EACH DRAIN WITHIN AREA OF SAFETY SURFACE SHALL BE PROTECTED FROM SILT PRIOR TO DEMOLITION, EACH DRAIN WITHIN AREA OF SAFETY SURFACE SHALL BE PROTECTED FROM SILT WITH FABRIC WRAPPED COVERS. 2.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE IMPLEMENTED, INSPECTED, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE IMPLEMENTED, INSPECTED, MONITORED, AND MAINTAINED AS SPECIFIED. 3.THE LOCATIONS OF EROSION AND SEDIMENT CONTROL MEASURES, AS INDICATED IN THE CONTRACT THE LOCATIONS OF EROSION AND SEDIMENT CONTROL MEASURES, AS INDICATED IN THE CONTRACT DOCUMENTS, MAY REQUIRE FIELD ADJUSTMENTS DEPENDING ON THE SEQUENCE OF CONSTRUCTION ACTIVITIES, CONSTRUCTION METHODS AND/OR ACTUAL FIELD CONDITIONS. 4.THE ENGINEER IN CHARGE SHALL BE NOTIFIED OF ANY SIGNIFICANT CHANGES TO THE EROSION AND THE ENGINEER IN CHARGE SHALL BE NOTIFIED OF ANY SIGNIFICANT CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES INDICATED IN THE CONTRACT DOCUMENTS. 5.THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE ENGINEER IN CHARGE HIS WRITTEN SCHEDULE THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE ENGINEER IN CHARGE HIS WRITTEN SCHEDULE AND PROPOSED MEASURES FOR TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL WORK AND SCHEDULE OF OPERATIONS AS REQUIRED BY SECTION 209 OF THE NYSDOT STANDARD SPECIFICATIONS. 6.REFER TO NYSDOT STANDARD SHEETS 209-1 THRU 209-7 FOR SOIL EROSION AND SEDIMENT CONTROL REFER TO NYSDOT STANDARD SHEETS 209-1 THRU 209-7 FOR SOIL EROSION AND SEDIMENT CONTROL DETAILS. 7.WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO ADJACENT ROADWAYS. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO ADJACENT ROADWAYS. WHEN WASHING IF REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO ANY WATERS, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS OR OTHER DEVICES BE ALLOWED TO ENTER ANY WETLAND OR WATERS. 9.DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WHICH ARE PRONE TO BLOWING FROM DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WHICH ARE PRONE TO BLOWING FROM THE WIND WILL BE COVERED BY A TARPAULIN. 10.SILT FENCING MUST BE INSTALLED PARALLEL TO EXISTING CONTOURS OR CONSTRUCTED IN LEVEL SILT FENCING MUST BE INSTALLED PARALLEL TO EXISTING CONTOURS OR CONSTRUCTED IN LEVEL ALIGNMENTS. ENDS OF FENCING MUST BE EXTENDED 10 FT., TRAVELING UPSLOPE AT 45 DEGREES TO THE ALIGNMENT OF THE MAIN FENCING SECTION. 11.WHERE SILT FENCE IS USED IN AREAS OF CONCENTRATED FLOW, THE ENGINEER IN CHARGE MAY CALL WHERE SILT FENCE IS USED IN AREAS OF CONCENTRATED FLOW, THE ENGINEER IN CHARGE MAY CALL FOR BACKING THE SILT FENCE WITH STRAW BALES. AN APPROVED GEOTEXTILE OR FILTER FENCE MAY BE SUBSTITUTED FOR STRAW BALES AT NO ADDITIONAL COST. GEOTEXTILE SHALL SATISFY THE REQUIREMENTS OF SECTION 207-2 OF THE STANDARD SPECIFICATIONS. 12.CONTROL MEASURES SHALL BE USED AS NECESSARY AND SHALL FOLLOW DITCH EXCAVATING OPERATIONS. CONTROL MEASURES SHALL BE USED AS NECESSARY AND SHALL FOLLOW DITCH EXCAVATING OPERATIONS. THEY SHALL REMAIN IN PLACE UNTIL THE NEW SLOPES HAVE BEEN STABILIZED BY SEEDING, MULCH AND OR SLOPE PROTECTION IN ACCORDANCE WITH SECTION 209 OF THE NYSDOT STANDARD SPECIFICATIONS. 13.IF CONSTRUCTION ACTIVITIES ARE DISCONTINUED IN AREAS OF SOIL DISTURBANCE BEFORE FINAL GRADING IF CONSTRUCTION ACTIVITIES ARE DISCONTINUED IN AREAS OF SOIL DISTURBANCE BEFORE FINAL GRADING IS COMPLETE, THEN TEMPORARY GRADING SHALL INCLUDE TEMPORARY SEEDING AND MULCH (ITEM 209.1003) THAT WILL BE STABILIZED WITHIN 7 DAYS OF EXPOSURE. MULCH SHALL BE MAINTAINED UNTIL SUITABLE VEGETATIVE COVER IS ESTABLISHED. THIS PAY ITEM IS ESTIMATED AND THE QUANTITY MAY VARY BASED ON ACTUAL CONSTRUCTION CONDITIONS. 14.CONTAIN ANY TEMPORARY STOCKPILES OF TOPSOIL, OR FILL, WITH SILT FENCES AS SHOWN IN THE SILT CONTAIN ANY TEMPORARY STOCKPILES OF TOPSOIL, OR FILL, WITH SILT FENCES AS SHOWN IN THE SILT FENCE DETAIL IN THE NYSDOT STANDARD SHEETS AND STANDARD SPECIFICATIONS. PILES EXPOSED FOR LONGER THAN TWO WEEKS SHALL BE STABILIZED BY SEEDING, MULCH AND/OR SLOPE PROTECTION IN ACCORDANCE WITH SECTION 209 OF THE NYSDOT STANDARD SPECIFICATIONS. 15.ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE WORK SHALL BE ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER IN CHARGE. 16.AT THE COMPLETION OF CONSTRUCTION AND PERMANENT SOIL STABILIZATION, SEDIMENT SHALL BE AT THE COMPLETION OF CONSTRUCTION AND PERMANENT SOIL STABILIZATION, SEDIMENT SHALL BE REMOVED FROM NEW DRAINAGE PIPES. DRAINAGE STRUCTURES, AND CHECK DAMS. THE COST FOR SEDIMENT REMOVAL SHALL BE INCLUDED IN THE COST BID FOR THE EROSION CONTROL ITEMS. 17.THE LOCATION OF EROSION AND SEDIMENT CONTROL MEASURES, AS INDICATED IN THE CONTRACT THE LOCATION OF EROSION AND SEDIMENT CONTROL MEASURES, AS INDICATED IN THE CONTRACT DOCUMENTS, MAY REQUIRE FIELD ADJUSTMENTS DEPENDING ON THE SEQUENCE OF CONSTRUCTION ACTIVITIES, CONSTRUCTION METHODS AND/OR ACTUAL FIELD CONDITIONS. NO MODIFICATIONS WILL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER. 18.THE SIDEWALKS MUST BE KEPT CLEAN OF MUD, DIRT, AND OTHER DEBRIS AT ALL TIMES. THE SIDEWALKS MUST BE KEPT CLEAN OF MUD, DIRT, AND OTHER DEBRIS AT ALL TIMES. 19.REFER TO DUST CONTROL REQUIREMENTS IN STANDARD SPECIFICATIONS 203 AND 619.REFER TO DUST CONTROL REQUIREMENTS IN STANDARD SPECIFICATIONS 203 AND 619.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-5
PLAYGROUND EQUIPMENT PLAN
1/8" = 1'-0"
5
LEGEND:
NOTES:
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SAND AREA
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INFANT PLAY UNITS
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IA
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IB
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IC
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CRAZY CHICKEN
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SPRING ANIMALS
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INFANT PLAY UNITS
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SLIDE
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SLIDE
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PARIS SLIDE
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SAND
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BALINISTER SLIDE POLE
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SAFETY SURFACE
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IIB
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IIA
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SAFETY SURFACE
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2-5 PLAY UNITS
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SUSPENDED BRIDGE
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MOON BRIDGE
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IIIB
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IIIA
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IIIF
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IIIC
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IIID
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SAFETY SURFACE
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GARGOYLE SPRAY POOL
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SUSPENSION BRIDGE
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IIIG
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PEDAL CARONSEL
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IIC
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IIIE
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OVERHEAD CARGO NETS
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SAND TRAY
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6"%%C WOODEN POST
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CARGO NET
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ELEPHANT FOUNTAIN
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HIPPO FOUNTAIN
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STAIRS
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SAND
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SAND
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RAISED TREE PIT
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TREE PIT (TYP.)
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LAMP POST (TYP.)
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SWING SET
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BABIES FOUNTAIN AREA
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NORTH SIDE PERGOLA
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GATE
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RAISED TREE PIT
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LP
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DF
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RAMP
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RAMP
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RAMP
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DF
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GAZEBO
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SOUTH SIDE PERGOLA
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PLASTIC SLIDE
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5-9 PLAY UNITS
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NET BRIDGE
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CHASM BRIDGE
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DF
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EXISTING 4 1/2", 6" OR 8" DIA. POST (TO BE REPLACED)
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EXISTING 8"x8" POST (TO BE REPLACED)
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EXISTING TREE (TO REMAIN)
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EXISTING HANDRAIL (TO BE PAINTED)
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EXISTING PRE-CAST SEAT/TABLE (TO BE REPAIRED)
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EXISTING DRINKING FOUNTAIN (TO BE REPLACED)
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EXISTING PARK BENCH (TO BE REMOVED & REINSTALLED)
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EXISTING LAMPPOST (TO REMAIN)
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4'-10" HT. STEEL PICKET FENCE (TO BE PAINTED)
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EXISTING PORTABLE PICNIC TABLE (TO BE REMOVED & REINSTALLED)
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AREA I: INFANT PLAY UNITS AREA II: 2-5 PLAY UNITS AREA III: 5-9 PLAY UNITS
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1.REMOVE BENCH AND TURN OVER TO BPCA. REMOVE BENCH AND TURN OVER TO BPCA. 2.RE-POINT EXISTING GRANITE SEAT/WALL AT GARGOYLE SPRAY POOL AREA. RE-POINT EXISTING GRANITE SEAT/WALL AT GARGOYLE SPRAY POOL AREA. 3.FOR CLARITY, PLAY UNITS ARE SHOWN WITHOUT DECKS, STEPS, ENCLOSURE FOR CLARITY, PLAY UNITS ARE SHOWN WITHOUT DECKS, STEPS, ENCLOSURE WALLS, ACTIVITY WALLS, RAILS, SIDE POLES, NETS, ROOFS, AND OTHER COMPONENTS. CONTRACTOR SHALL PERFORM THE PRE-CONSTRUCTION INVENTORY TO ACCOUNT FOR ALL COMPONENTS WITHIN LIMITS OF WORK TO BE RECONSTRUCTED UNDER THIS CONTRACT. 4.ENTIRE PERGOLA SHALL BE REPLACED IN-KIND, EXCEPT VERTICAL 1"x1" ENTIRE PERGOLA SHALL BE REPLACED IN-KIND, EXCEPT VERTICAL 1"x1" LATTICE PANEL ALONG SIDEWALK.
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NOTE 2
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NOTE 1
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NOTE 1
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NOTE 4
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8'
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0
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2
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4
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6
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8
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1/8"=1'-0"
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-6
SURFACE AREA TYPES AND DRAIN PLAN
1/8" = 1'-0"
6
NOTES:
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NEW NON-POROUS SAFETY SURFACE ON NEW UNDERLAYMENT
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NEW SAND
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NEW NON-POROUS SAFETY SURFACE ON EXISTING UNDERLAYMENT
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SAWCUT
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DRAIN
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DRAIN
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POUR-IN-PLACE SAFETY SURFACE IS TO REMAIN AND BE PROTECTED FOR THE DURATION OF WORK. NEW FINISHED SAFETY SURFACE SHALL BE FLUSH AT INTERFACE.
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1.DRAIN INLETS AND MANHOLES SHALL BE COVERED WITH DRAIN INLETS AND MANHOLES SHALL BE COVERED WITH POROUS TYPE POUR-IN-PLACE SAFETY SURFACE. 2.SAFETY SURFACE ON CURBS AND STEPS SHALL BE SAFETY SURFACE ON CURBS AND STEPS SHALL BE REPLACED.
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8'
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0
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2
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4
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6
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8
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1/8"=1'-0"
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-7
REMOVALS/RECONSTRUCTION
OF SPRAY POOL
AS NOTED
7
SCALE: 1/4" = 1'-0"
A
C-7
GRANITE WALL AT SPRAY POOL ELEVATION
SCALE: 1"=10'
TYPE 11 HANDRAIL AT RAMPS AT CHILDREN'S PLAY SECTION
SCALE: 1"=10'
GRANITE WALL SECTION
NOTE:
SCALE: 1/4" = 1'-0"
AREA IIC SPRAY POOL PLAN
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HANDRAIL CENTER BETWEEN WOOD POSTS
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HANDRAIL CENTER BETWEEN WOOD POSTS
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GRANITE STAIRS
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HANDRAIL
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GRANITE WALL
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GRANITE STAIRS
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HANDRAIL
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+10.48TW
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+10.48TW
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+12.05 TW
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+11.05 TW
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+8.5 BW
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8.55 BW
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+8.60 BW
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+10.38 TW
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+9.45 BW
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+9.50 BW
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+9.95 TW
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+8.70 BW
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+11.10 TW
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+8.62 BW
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+8.70 BW
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+9.45 BW
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+11.20 TW
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+9.87 TW
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+10.58 TW
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+12.2 TW
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RAMP
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RAMP
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+11.20 TW
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+10.58 TW
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RAMP
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+9.45 BW
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+9.50 BW
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+9.45 BW
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+11.05 TW
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+8.55 BW
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+8.5 BW
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+10.48 TW
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+TW 12.05
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+10.48 TW
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+11.10TW
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+10.38
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+9.85
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+8.60 BW
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+8.70 BW
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+9.95 TW
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+10.58 TW
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+8.02 BW
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+9.87 TW
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+11.10 TW
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A
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A
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REMOVE EXISTING AND INSTALL ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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REMOVE EXISTING AND INSTALL ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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REMOVE EXISTING AND INSTALL ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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SOLID GRANITE WALL TOP TO BE SPLIT FACE
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1" CHAMBER, CHIP EDGE TO MACH SPLIT FACE.
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ROCK FACE FINISH AT ALL VERTICAL FACES.
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LENGTH AND HEIGHT OF WALLS VARIES. SEE FOR SPOT ELEVATIONS.
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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FILL JOINT TO FINISHED GRADE WITH MORTAR BETWEEN WALL SECTIONS.
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58" SS DOWEL SET IN NON SHRINK GROUT. 2 PER WALL SECTION TYP.
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EXIST. REINFORCED CONCRETE FOOTING
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EXISTING TO REMAIN REINFORCED CONCRETE
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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2" STEEL TOP RAIL(SCHEDULE 80). CAPPED AT BOTH ENDS AND WELDED TO POST.
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1 " STEEL POST 34" STEEL POST(SCHEDULE 80)
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1 " STEEL RAIL (SCHEDULE 80) 12" STEEL RAIL (SCHEDULE 80)CAPPED AT BOTH ENDS AND WELDED TO BRACKETS.
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STEEL PIPE POST BRACKET JULIUS BLUM & CO. CAT. #222
REINFORCED CONCRETE STRUCTURAL MAT. SEE STRUCTURAL DWGS. FOR ELEVATIONS.
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POSTS TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-8
REMOVALS/RECONSTRUCTION FRAMING,
FOOTING AND SWING DETAILS
AS NOTED
8
SCALE: 3/8" = 1'-0"
A
C-8
ELEVATION
SCALE: 3/8" = 1'-0"
B
C-8
ELEVATION
SCALE: 3/8" = 1'-0"
F
C-8
ELEVATION
SCALE: 3/8" = 1'-0"
E
C-8
ELEVATION
SCALE: 3/8" = 1'-0"
C
C-8
ELEVATION
SCALE: 3/8" = 1'-0"
D
C-8
ELEVATION
SCALE: 3/8" = 1'-0"
AREA I-A INFANT PLAY UNITS PLAN
SCALE: N.T.S.
AREA I-B SWING AREA
NOTE:
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PLATFORM
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PERGOLA COLUMN, 8"x8" BASE
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DECKING 3"x6" TIMBERS WITH " SPACING12" SPACING
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POST 6" REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER
POST: 4 " 12" REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER
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ROOF: PIPE 1 " STD.14" STD.
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TUNNEL ROOF RUNG
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TUNNEL SIDE RUNG
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TUNNEL POST 4 "12"
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WALKWAY RAIL
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WALKWAY POST (BEHIND):4 "12"
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TUNNEL ROOF RUNG
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TUNNEL SIDE RUNG
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TUNNEL POST 4 "12"
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WALKWAY RAIL (BEHIND)
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WALKWAY POST (BEHIND):4 "12"
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SAFETY SURFACE
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PERGOLA COLUMN
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MESH PANEL & RAILINGS
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POST: 6"
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14" METAL FILLER PLATE
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SIDE WITH RAILING
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18" H. PLATFORM
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12" H. PLATFORM
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6" H. PLATFORM
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POST: 4 "14"
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RAIL (BEHIND)
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SAFETY SURFACE
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WALKWAY POST (BEHIND)
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RUNGS
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ROOF PIPES
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6" HIGH TIMBER STEP
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STEP SUPPORT
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REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER DECKING FOR 12" HIGH PLATFORM
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MESH PANELS RAILING FOR 6" HIGH PLATFORM
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SAFETY SURFACE
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STEP FOR 12" PLATFORM
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MESH PANEL & RAILINGS
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REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER DECKING
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BEAM: 4 "12"
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14" METAL FILLER PLATE
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45°
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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TUNNEL POST (BEHIND)
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ROOF PIPES
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RAIL POST
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RUNG
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WALKER RAIL
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2'-7"H.
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POST: 6"
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STEEL TEE
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TIMBER DECKING FOR 6" H. PLATFORM
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REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER DECKING
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MESH PANEL & RAILING FOR 6" H. PLATFORM, ATTACHED X PERGOLA COLUMN
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PERGOLA COLUMN 8" SQ. BASE
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SLIDE WITH RAILING
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BEAM: 4 " (BEHIND)14" (BEHIND)
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14" METAL FILLER PLATE
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STEEL TEE
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BEAM
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REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER DECKING FOR 18" HIGH PLATFORM
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MESH PANEL & RAILING FOR 18" H. PLATFORM, ATTACHED TO 6" POST(BEHIND)
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SLIDE
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REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER DECKING (TYP.)
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MESH PANEL & RAILING FOR 12" H. PLATFORM (BEHIND)
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TOP RAILING OF MESH PANEL FOR 18" H. PLATFORM
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STEP & SUPPORT
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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C
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C
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B
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B
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F
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F
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A
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A
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D
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D
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E
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E
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18"H.
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POST: 6"
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3'-4" HIGH
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18" HIGH
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REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER DECKING FOR 18" H. PLATFORM
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PERGOLA COLUMN REMOVE EXISTING AND INSTALL NEW ALASKAN CEDAR TIMBER DECKING
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 2x10 WOOD RAFTERS (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 8"x8" POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD TRELLS (TYP.)
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-9
REMOVALS/RECONSTRUCTION
AREA II-A DETAILS
AS NOTED
9
SCALE: 1/4" = 1'-0"
AREA II-A: FRAMING AND FOOTING PLAN
SCALE: 1/4" = 1'-0"
AREA II-A: PRESCHOOL PLAY UNITS PLAN
SCALE: 1/4" = 1'-0"
A
C-9
ELEVATION
SCALE: 1/4" = 1'-0"
F
C-9
ELEVATION
SCALE: 1/4" = 1'-0"
D
C-9
ELEVATION
SCALE: 1/4" = 1'-0"
B
C-9
ELEVATION
SCALE: 1/4" = 1'-0"
C
C-9
ELEVATION
SCALE: 1/4" = 1'-0"
E
C-9
ELEVATION
NOTE:
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ST 3x6.25
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MESH PANEL & RAILING BEYOND STEPS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STEPS FOR 2'H PLATFORM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DUGONG FOR PLATFORMS (TYP.)
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POST FOR NET BRIDGE BEHIND
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LADDER
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REMOVE AND STORE BEAM: 4 " (ACTUAL 12" (ACTUAL SIZE) GLULAM
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H
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RUNG PIPE 1 "STD14"STD
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POST FOR NET BRIDGE: 4 " (TYP.)12" (TYP.)
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BEAM: 6"(ACTUAL SIZE)
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BALCONY ROOF: MESH PANELS
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20
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STEEL TEE
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RAILINGS BETWEEN LEVELS
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MESH PANEL & RAILINGS FOR 3'H. PLTF. BEHIND
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POST. 6"
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LADDER PIPE 104" STD.
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ST 3x6.25
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ST 3x6.25
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ST 3x6.25
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ST. 3x6.25
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WELD
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SAND AZEZ
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LADDER
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ST. 5x17.5
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WELD
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ST 3x6.25
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WELD
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ST 6 x 17.5
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ST. 5x17.5
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ST. 5x17.5
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NET BRIDGE
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ST.3x6.25
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ST. 3x6.25
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 3x6 TIMBERS STEPS (TYP.)
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2'-0" SQ. 12" CONCRETE FOOTING
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RAIL FTG.
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21
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22
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WELD
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I
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F
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B
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D
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A
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ST. 5x17.5
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20a
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20b
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ST. 3x6.25
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SLIDE
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2 EA.
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LEVELS
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ST. 5x17.5
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BET.
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SLIDE FTG.
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ST. 5x17.5
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CURB
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ST. 5x17.5
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ST. 5x17.5
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ST.3x6.25
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ST. 5x17.5
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REMOVE EXISTING AND INSTALL SAFETY SURFACE (TYP.)
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ST. 5x17.5
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8'-10 "H.34"H.
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7'-10"H.
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BEAM FOR NET BRIDGE:4 & (ACTUAL SIZE)
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UPPER RAIL OF BALCONY ROOF
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7'-10 " H.34" H.
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6'-10"H.
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PLATFORM
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3'-0"ABOVE SS
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4'-0"ABOVE SAND
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6'-10"H.
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13'-0"H.
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13'-0"H.
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F
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MESH PANEL & RAILING FOR PLAY HOUSE FACADE BEHIND
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SLIDE WITH RIDEOUT
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METAL STEP SUPPORT
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LADDER BEHIND
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STEP RAILING: 1 1/4"STD PIPE
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NET BRIDGE
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BANNISTER SLIDE
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POST:6"(ACTUAL SIZE)
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MESH PANEL & RAILING
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STEEL TEE
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BEAM 7 1/2"(ACTUAL
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SIZE)
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LADDER
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STEPS & RAINING
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BEHIND
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SAND
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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BANNISTER SLIDE PIPE "STD.14"STD.
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RAILS PIPE "STD.14"STD.
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LADDER
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BANNISTER SLIDE
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POST FOR NET BRIDGE:4 1/2""(ACTUAL SIZE)
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7'-10"H.
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PLATFORM
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3'-0"ABOVE SS.
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4'-0"ABOVE SAND
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LADDER: PIPE 1 "STD.14"STD.
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8'-10"H.
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6-10"H.
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7'-18"H.
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7'-10"H.
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8"-0 "H.34"H.
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7'-10 "H.34"H.
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6'-10"H.
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RAILS: PIPE 1 "STD.14"STD.
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3'-10"H.
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RAILING PIPE 1 "STD.14"STD.
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PLATFORM 2'-0"ABOVE SS
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5'-10"H.
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5'-10"H.
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TIMBER STEP
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TIMBER STEP
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D
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D
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E
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B
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B
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C
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C
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A
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A
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BEAM FOR NET BRIDGE: 4 "(ACTUAL STZE)12"(ACTUAL STZE)
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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SAND
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E
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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BALCONY ROOF
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 4 " & TURNED ROUND 12" & TURNED ROUND TURNED ROUND TIMBER
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING (TYP.)
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RUNG PIPE 1 "STD14"STD
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RAILING FOR STEPS
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BEAM ONDER CENTER OF DECK: 6" (ACTUAL SIZE)
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BEAM 4 " (ACTUAL SIZE)12" (ACTUAL SIZE)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR PLATFORMS.
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STEEL TEE
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BANNISTER SLIDE BEHIND
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15" CONCRETE MAT FOOTING W/a5 @ 12" O.C, T.&B., E.W.
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WELD
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POST 6" (ACTUAL SIZE) TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING 3x6 TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POST (TYP.)
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NET BRIDGE
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PARIS SLIDE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STEPS (TYP.)
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ROOF DIRECTLY ABOVE 38"H. RAILING
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F
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POST BENEATH PLATFORM LOWER RAIL OF BALCONY
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR PLATFORMS (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR PLATFORMS (TYP.)
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CURB BEHIND SAND TOP OF SAND
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EANNISTER SLIDE. PIPE 11/4" STD.
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BEAMS 4" (AERIAL SIZE) TO PREVENT ENTRAPMENT
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR PLATFORMS (TYP.)
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MISH PANEL & RAILING IN FRONT OF STEPS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR 2'H. PLATFORM (BEHIND) (TYP.)
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LADDER TO 3'H. PLATFORM OVER SS. (BEHIND)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR PLATFORMS (TYP.)
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RAILINGES MESH PANELS FOR BALCONY
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POST SUPPORTING BEAM UNDER PLTF: 6" (ACTUAL SIZE)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STEPS: 3x6 (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STEPS: 3x6 (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STRINGER: 3x12 (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR PLATFORM 3'H. ABOVE SS, 4'H. ABOVE SAND (TYP.)
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METAL STEP SUPPORT
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STRINGER: 3"H.TIMBER
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BALCONY ROOF SUPPORTS PIPE 12" STD.
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BALCONY ROOD W. MESH PANELS
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MESH PANEL & RAILING FOR BALCONY (BEHIND)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING FOR PLATFORMS (TYP.)
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STEP RAILING PIPE 1 1/4" STD.
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METAL STEP SUPPORT
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SLIDE WITH RIDEOUT
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SAND
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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LADDER
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BEAM FOR NET BRIDGE
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POST FOR NET BRIDGE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STRINGER 3x12 (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STEP 3x6 (TYP.)
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SAND
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-10
REMOVALS/RECONSTRUCTION
AREA II-B DETAILS
AS NOTED
10
SCALE: 3/8" = 1'-0"
CHASE BRIDGE PLAN
SCALE: 3/8" = 1'-0"
E
C-17
AREA II-B: ELEVATION
SCALE: 3/8" = 1'-0"
D
C-17
AREA II-B: ELEVATION
SCALE: 3/8" = 1'-0"
D
C-10
AREA II-C: CHASE BRIDGE & PLATFORMS ELEVATION
SCALE: 3/8" = 1'-0"
B
C-11
AREA II-C: SUSPENSION BRIDGE & PLATFORMS ELEVATION
NOTE:
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10'-8"H
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10'-8"H
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1 1/4" STD STL HANDRAIL
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SUSPENSION BRIDGE PLAT. 5'-0" ABOVE S.S.
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AREA II-B PLAT. 6'-11" ABOVE S.S.
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CHASE BRIDGE LOC-11'-0" LONG
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B
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D
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SUSPENSION BRIDGE PLAT.
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6'-0" ABOVE S.S.
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CLIMBING NET
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SLIDE POLE
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RAILING W/ MESH PANEL
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND TIMBER POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM 6" ROUND TIMBER (TYP.)
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5'-11" AB SAND
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4'-11" AB SAND
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2'-5" AB SAND
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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SAND
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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RUNG
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LADDER
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SLIDE POLE
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SLIDE WITH RAILING
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LADDER TO POST & RUNG (BEHIND)
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RAILING W/ MESH PANEL
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SLIDE POLE
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POST 6" ACTUAL
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER RAILING (STEPS)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STEPS (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER STRINGER (TYP.)
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RAILING SLIDE
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METAL FILLER PLATE (TYP.)
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RAILING LADDER FROM FUNNEL NET TO POST & RUNG
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POST
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RAILING W/MESH PANEL
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SLIDE POLE
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REMOVE EXISTING AND INSTALL SAFETY SURFACE (TYP.)
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FREE STANDING POLE 8'-0" HIGH
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RAILING LADDER TO POST & RUNG
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW BEAM 6" ACTUAL ROUNDTIMBER (TYP.)
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POST-POST & RUNG
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RUNG
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SAND (BEHIND)
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CHASE BRIDGE
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CARGO NET
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SLIDE POLE
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RAILING W/MESH PANEL
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LADDER
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CLIMBING NET
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STONE WALL
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SLIDE POLE
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RAILING W/ MESH PANEL
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POST
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CHASE BRIDGE
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PLATFORM
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5'-0" ABOVE S.S.
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45
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CLIMBING NET
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5'-0" ABOVE S.S.
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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HOLES IN FLITCH PLATE
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FLITCH PLATE
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SUSPENSION BRIDGE
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Section B-B
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SEE CHASE BRIDGE PLAN, THIS SHEET.
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IND
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SLIDE WITH RAILING
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10'-8"H
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10'-8"H
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B
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D
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND TIMBER POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND TIMBER POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND TIMBER POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND TIMBER POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND TIMBER POST (TYP.)
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PLATFORMS 6'-0" AB. SS
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REMOVE EXISTING AND INSTALL NEW STAINLESS STEEL CHAINS, CABLES AND FASTENERS
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REMOVE EXISTING AND INSTALL NEW STAINLESS STEEL CHAINS, CABLES AND FASTENERS
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.UPON REINSTALLATION OF SUSPENSION BRIDGE, HEAD CLEARANCE SHALL UPON REINSTALLATION OF SUSPENSION BRIDGE, HEAD CLEARANCE SHALL BE AS SHOWN. 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-11
REMOVALS/RECONSTRUCTION
AREA II-C SUSPENSION BRIDGE DETAILS
AS NOTED
11
SCALE: 3/8" = 1'-0"
A
C-11
ELEVATION
SCALE: 3/8" = 1'-0"
FRAMING AND FOOTING PLAN
SCALE: 3/8" = 1'-0"
AREA II-C: SUSPENSION BRIDGE, CHASE BRIDGE AND PLATFORMS
REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER DECKING
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST:6" (ACTUAL) LAM. TIMBER (TYP.)
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CONTINUE C-16
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW TIMBER BEAM.
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REMOVE EXISTING AND INSTALL NEW STAINLESS STEEL CHAINS, CABLES AND FASTENERS
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REMOVE EXISTING AND INSTALL NEW STAINLESS STEEL CHAINS, CABLES AND FASTENERS
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CARGO NETS CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CARGO NETS IN KIND INCLUDING PADDING COVERS. COLORS SHOULD MATCH EXISTING. 6.CONTRACTOR SHALL SUMBIT SHOP DRAWINGS TO THE ENGINEER CONTRACTOR SHALL SUMBIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
SCALE: 3/8" = 1'-0"
C
C-13
ELEVATION
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-13
REMOVALS/RECONSTRUCTION
AREA III-D DETAILS
AS NOTED
13
SCALE: 3/8" = 1'-0"
B
C-13
ELEVATION
SCALE: 3/8" = 1'-0"
A
C-13
ELEVATION
SCALE: 3/8" = 1'-0"
AREA III-D: 5-9 YEAR PLAY UNITS PLAN
SCALE: 3/8" = 1'-0"
FRAMING AND FOOTING PLAN
SCALE: 3/8" = 1'-0"
TOWER ROOF PLAN
NOTE:
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MAT FOOTING REFER DWG R16
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ST6X17.5
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ST6X17.5
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ST6 X 17.5 (8'-0" PLAT.)
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ST5 X 17.5 (6'-0" PLAT.)
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ST3X6.25
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ST3X6.25
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15" MAT FOOTING WITH #5 AT 12" O.C. I & B, E.LL
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25 (4'-0" PLAT.)
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ST5X17.5
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25
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ST3X6.25 (3'-0" PLAT.)
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ST3X6.25 (6'-0" PLAT.)
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ST3X6.25 (4'-0" PLAT.)
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ST3X6.25 (3'-0" PLAT.)
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ST3X6.25 (6'-0" PLAT.)
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ST3X6.25 (3'-0" PLAT.)
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ST3X6.25 (6'-0" PLAT.)
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ST3X6.25
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ST3X6.25
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ST5X17.5
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ST5X17.5
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ST5X17.5
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ST3X6.25
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ST3X6.25 (3'-0" PLAT.)
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ST3X6.25 (6'-0" PLAT.)
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ST3X6.25
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TIRE BRIDGE
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LADDER
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13
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12
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11
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10
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9
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8
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7
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I
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H
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G
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F
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E
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D
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C
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STEEL TUBE SLIDE
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11'-7"H
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13'-1"H
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6'-10"H
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7'-10"H
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6'-10"H
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6'-10"H
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6'-10"H
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6'-10"H
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6'-10"H
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6'-10"H
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6'-10"H
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15'-2"H
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15'-2"H
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11'-10"H
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11'-10"H
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9'-10"H
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11'-7"H
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11'-7"H
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11'-7"H
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9'-10"H
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CHAIN PUL HAGS NO. WOOD ENV NO.6808 OR APPR. EQUAL
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TARZAN SWING WOODEN ENV. NO.1125 OR EQUAL.
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4'-0"HIGH PLATFORM
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6'-0"HIGH PLATFORM
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11'-10"H
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3'-0"HIGH PLATFORM
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8'-0"HIGH PLATFORM
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RAMP UP
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 8"DIA WOOD BEAM
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(2)-9'LONG ROPES1 " 12"
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15'-2"H
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TIRE BRIDGE
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LADDER PIPE 1 " STD.14" STD.
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MESH PANEL BELOW BETWEEN PLATFORMS
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TOWER ROOF
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15'-2"H
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FIREMAN'S POLE PIPE 1 " STD.14" STD.
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LADDER PIPE 1 " STD. STL.14" STD. STL.
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LADDER PIPE 1 " 14" STD. STL
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HONDHOLD FOR CARGO NET
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15'-2"
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ROOF
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8'-0" LEVEL 7'-9" LEVEL
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6'-0" LEVEL
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NET CLIMB FROM 7'-9" TO 6'-0"
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SLIDE POLE
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4'-0"LEVEL
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REMOVE EXISTING AND INSTALL G.G. SAFETY SURFACE
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8'-0"LEVEL
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RAILING MESH PANEL
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CHAIN PULL
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40
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RAILING W/ MESH PANEL
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11'-7" H. FOR CARGO NET
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PIPE FRAME ROOF STRUCTURE PIPE 1 " STD.14" STD.
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4"DIA. METEL CAP
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RAILING W/ MESH PANEL
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3'-0" LEVEL
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LADDER TO 3'H. PLAT.
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TARZAN SWING POST-8"
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ROPE
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SLIDE POLE
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RAILING W/MESH PANEL BETWEEN 6' & 8'H. PLATFORMS
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RAILING WITH MESH PANEL
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ROOF
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8'-0" LEVEL
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6'-0" LEVEL
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DECKING
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BEAM
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STONE WALL
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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3'-0"LEVEL
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PIPE FRAME ROOF STRUCTURE W/MESH INFILL PANELS
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SLIDE POLE
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RAILING WITH MESH PANEL
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POST
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SLIDE FOR CONT.
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PLATFORM 8'-0" ABOVE S.S.
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PLATFORM 6'-0" ABOVE S.S.
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM TIMBERS
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STONE WALL
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LADDER
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PLATFORM 3'-0" ABOVE S.S.
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LADDER FROM 4'-0" PLAT. TO 6'-0" PLAT.
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LIFT CLIMB FROM 6'-0" TO 7'-9"
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TARZAN SWING POST
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CHAIN PULL WITH TIMBER RAMP
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RAILING W/MESH PANEL
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REMOVE EXISTING AND INSTALL F.G. SAFETY SURFACE
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PLATFORM 8'-0" ABOVE S.S.
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LADDER
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F
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F
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C
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CARGO NET
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C
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A
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A
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D
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D
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E
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E
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B
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B
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65
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING 3"x6" TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING 3x6 TIMBERS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM TIMBER
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBERS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TURNED ROUND TIMBERS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING 3x6 TIMBERS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST 8" TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TIMBER
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST 8" TURNEDROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST 8" LAMINATED TURNEDROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING 3"x6" TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST 8" TURNED ROUND TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING 3"x6" TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM TIMBER (TYP.)
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CONTINUES ON C-14
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CONTINUES ON C-14
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SLIDE
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-14
REMOVALS/RECONSTRUCTION
AREA III-D, III-E DETAILS
AS NOTED
14
SCALE: 3/8" = 1'-0"
FRAMING AND FOOTING PLAN
SCALE: 3/8" = 1'-0"
AREA III-E: 5-9 YEAR PLAY UNITS PLAN
SCALE: 3/8" = 1'-0"
A
C-14
ELEVATION
SCALE: 3/8" = 1'-0"
D
C-13
ELEVATION
SCALE: 3/8" = 1'-0"
E
C-13
ELEVATION
SCALE: 3/8" = 1'-0"
F
C-13
AREA III-D: 5-9 YEAR PLAY UNITS ELEVATION (CONTINUED)
NOTE:
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2
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4
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5
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6
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7
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RAILING WITH MESH PANEL
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8'-0" ABOVE S.S.
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7'-9" ABOVE S.S.
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NET CLIMB FROM 6'-0"H PLAT. TO 7'-9"
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6'-0" ABOVE S.S.
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3'-0" ABOVE S.S.
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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LADDED
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REMOVE EXISTING AND INSTALL AND DISPOSE SAFETY SURFACE
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6'-0" ABOVE S.S.
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4'-0" ABOVE S.S.
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7'-9" ABOVE S.S.
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TIRE PLATFORM
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CHAIN NET CLIMB
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3'-0" ABOVE S.S.
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CHAIN PULL RAMP
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3'-0" ABOVE S.S.
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6'-0" ABOVE S.S.
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LADDER: PIPE 1 " STD.STL.14" STD.STL.
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POST: 6" (ACTUALSIZE)
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8'-0" ABOVE S.S.
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RAILING WITH MESH PANEL
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RAMP FROM 6' TO 8' PLATFORMS
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LADDER FROM 6' TO 8' LEVELS
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CHAIN PULL RAMP
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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BRIDGE
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RAIL W/MESH PANEL
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FIREMAN'S POLE
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LADDER
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6'-8" LEVEL
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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MOON BRIDGE
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CARGO NET
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SUSPENDED TIRE BRIDGE
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STEEL TIRE SLIDE
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST3x6.25
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ST6x17.5
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ST 5x17.5
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ST 5x17.5
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LOCATE SLIDE SUPPORT POLES PER MFR'S DETAILS AND SHOP DWGS. ANCHOR W/EXPANSION BOLTS
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SUSPENDED BRIDGE
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TIRE BRIDGE WOODEN ENV. No OR EQUAL
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7'-6" HIGH PLATFORM
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RAILING W/MESH PANEL
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LADDER
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PLASTIC SLIDE
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6'-8" HIGH PLATFORM
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11'-10"
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11'-10"
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9'-10"
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11'-7"
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11'-7"
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11'-7"
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11'-7"
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11'-7"
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10'-6"
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10'-6"
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10'-6"
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10'-6"
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10'-6"
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10'-6"
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MOON BRIDGE
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RAILING: 1 " STD STL 14" STD STL WITH MESH PANEL
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FIREMAN'S POLE: PIPE 1 " STD STL14" STD STL
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LADDER: PIPE 1 " STD STL14" STD STL
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B
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A
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A
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E
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E
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D
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D
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C
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PLASTIC SLIDE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST: 6" TIMBER TURNEDROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK LAMINATED TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM LAMINATED TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST: 6" TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POST: 6" (ACTUAL SIZE)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR LAMINATED WOOD POST
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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CONTINUES ON C-13
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-15
REMOVALS/RECONSTRUCTION
AREA III-E, III-F DETAILS
AS NOTED
15
SCALE: 3/8" = 1'-0"
B
C-15
ELEVATION
SCALE: 3/8" = 1'-0"
E
C-14
ELEVATION
SCALE: 3/8" = 1'-0"
C
C-14
ELEVATION
SCALE: 3/8" = 1'-0"
D
C-14
ELEVATION
SCALE: 3/8" = 1'-0"
B
C-14
ELEVATION
NOTE:
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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8'-0" LEVEL
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6'-8" LEVEL
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6'-0" LEVEL
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LADDER
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RAILING W/ MESH PANEL
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FIREMAN'S POLE
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SUSPENDED TIRE BRIDGE
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6'-0" LEVEL
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6'-8" LEVEL
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7'-6" LEVEL
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RAILING W/MESH PANEL
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PLATFORM 2'-6" ABOVE S.S
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LADDER
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FLITCH
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RAIL W/MESH PANEL INFILL
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BEAM 8'-0" ABOVE PLATFORM
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BEAM 5'-9" ABOVE PLATFORM
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CABLE ATTACHMENT BY MF'R.
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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6'-0" LEVEL
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FIREMAN'S POLE
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SUSPENDED TIRE BRIDGE
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RAILING W/ MESH PANEL
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RAILING W/MESH PANEL
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FIREMAN'S POLE
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STEEL TUBE SLIDE
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6'-8" LEVEL
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND WOODPOST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR TURNED ROUND WOOD POST (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-16
REMOVALS/RECONSTRUCTION
AREA III-A DETAILS
AS NOTED
16
SCALE: 1"=10'
AREA III-A: 5-9 YEAR PLAY UNIT PLAN
SCALE: 1"=10'
FRAMING AND FOOTING PLAN
SCALE: 3/8" = 1'-0"
A
C-16
ELEVATION
SCALE: 3/8" = 1'-0"
B
C-16
ELEVATION
SCALE: 3/8" = 1'-0"
E
C-16
ELEVATION
SCALE: 3/8" = 1'-0"
D
C-16
ELEVATION
SCALE: 3/8" = 1'-0"
C
C-16
ELEVATION
NOTE:
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J
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Ka
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L
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La
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N
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LADDER
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REPLACE OPEN PLASTIC SLIDE IN KIND
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PLATFORM 2'-6" ABOVE S.S.
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PLATFORM 2'-6" ABOVE S.S.
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PIPE LADDER
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REPLACE OPEN PLASTIC SLIDE IN KIND
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PLATFORM 7'-2" ABOVE S.S.
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PLATFORM 7'-2" ABOVE S.S.
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RAILING W/MESH PANEL
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CLATTER BRIDGE,SEE
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CARGO NET
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11'-7"H.
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11'-7"H.
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11'-7"H.
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11'-0"H.
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11'-0"H.
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11'-7"H.
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11'-7"H.
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11'-0"H.
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11'-0"H.
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11'-0"H.
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RAILING 1 " 14" STD. STL PIPE WITH MESH PANEL
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CLATTER BRIDGE,SEE
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PLATFORM 2'-6" ABOVE S.S.
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PLATFORM 7'-2" ABOVE S.S.
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B
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B
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C
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C
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E
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D
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E
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D
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A
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A
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TOP AND BOTTOM
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TOP AND BOTTOM
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TOP&BOTTOM
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BOTTOM
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WELD
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ST. 3X6.25
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ST. 3X6.25
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ST. 3X6.25
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ST3X6.25
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TOP
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ST. 5X17.5
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ST. 5X17.5
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TOP AND BOTTOM
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TOP AND BOTTOM
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BY MANUFACTURER
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LADDER PIPE 1 " STD. STL14" STD. STL
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CARGO NET
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MAT FOOTING WITH #5 AT 12" O.C. T&B, E.W.
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PLATFORM 2'-6" ABOVE S.S.
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PLATFORM 7'-2" ABOVE S.S.
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REMOVE EXISTING AND INSTALL F.G. SAFETY SURFACE
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LADDER
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RAILING W/MESH PANEL
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RAILING W/MESH PANEL
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CLATTER BRIDGE, SEE
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PLATFORM 2'-6" ABOVE S.S.
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PLATFORM 7'-2" ABOVE S.S.
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LADDER
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RAILING W/ MESH PANEL
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REPLACE OPEN PLASTIC SLIDE IN KIND
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RAILING W/MESH PANEL (BEHIND)
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CARGO SEE
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5
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6
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7
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9
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10
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11
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TOP&BOTTOM
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ST. 3X6.25
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CLATTER BRIDGE, SEE C-12
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ST. 3X6.25
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TOP
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ST. 3X6.25
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LOCATED SLIDE SUPPORTPOLES PER MFR'S SPECIFICATIONS ANCHOR WITH EXPANSION BOLTS
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST LAMINATED TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING TIMBER (TYP.)
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PLATFORM 2'-6" ABOVE S.S.
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PLATFORM 7'-2" ABOVE S.S.
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LADDER
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RAILING W/MESH PANEL
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REPLACE OPEN PLASTIC SLIDE IN KIND
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECKING (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL F.G. SAFETY SURFACE
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #9, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-17
REMOVALS/RECONSTRUCTION
AREA II-B DETAILS
AS NOTED
17
SCALE: 3/8" = 1'-0"
FRAMING AND FOOTING PLAN
SCALE: 3/8" = 1'-0"
AREA II-B: PRESCHOOL PLAY UNITS
SCALE: 3/8" = 1'-0"
C
C-17
ELEVATION
SCALE: 3/8" = 1'-0"
B
C-17
ELEVATION
SCALE: 3/8" = 1'-0"
A
C-17
ELEVATION
NOTE:
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FUNNEL NET:8'x8' 4'-11"ABOVE S.S. 5'-11"ABOVE SAND HAGS NO 172467 MOD. WOOD ENV. NO. 0012 OR APP'D EQ.
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NEW ALASKAN YELLOW CEDAE POST 6"ACTUAL TURNED ROUND TIMBER (TYP.)
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RAILING PIPE 1 "STD.14"STD.
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CHASE BRIDGE (ABOVE PLATFORM)
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SLIDE POLE-PEPE 1 "STD.14"STD.
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SLIDE 13'-3"L. X 3'-3"W HAGS NO 153644 WOOD ENV. NO. 1007 OR APP'D EQ.
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SLIDE 9'-10"L.x4'-11"W. HAGS NO 153653 WOOD ENV. NO. 0099 OR APP'D EQ.
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SLIDE HANDHOLD: PIPE 1 14"STANDARD
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RAILING PIPE 1 "STD.14"STD.
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STEERING WHEELS BELOW
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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DN.
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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15"CONCRETE FOOTING W/#6 @ 12"O.C.I IB., EW.
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SLOPED SAFETY SURFACE
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DN.
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SAND
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SAND
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WELD
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FUNNEL NET PERIMETER BEAMS & CONNECTIONS BY MANUFACTURER
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ST 5x17.5
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ST 5x17.5
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ST 5x17.5 -2LEVELS
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ST 3x6.25-2LEVELS
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ST 5x17.5-2LEVELS
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ST 5x17.5-BELOW
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ST 5x17.5
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ST 5x17.5
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ST 5x17.5
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ST 5x17.5
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ST 5x17.5
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ST 5x17.5-ABOVE
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5x17.5-ABOVE
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CHASE BRIDGE BEAMS & CONNECTION BY MANUFACTURER
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10'-9"H.
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9'-9"H.
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9'-9"H.
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10'-6"H.
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10'-6"H.
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5'-11"ABOVE S.S.
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PLATFORM
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6'-11"AB. SAND
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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SAND
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4'-11"AB. SAND
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PLATFORM:
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LADDER-PIPE 1 "STD.14"STD.
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SLIDE RAILING
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9'-9"H.
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9'-9"H.
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9'-9"H.
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9'-9"H.
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9'-9"H.
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9'-9"H.
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9'-9"H.
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PLATFORMS:UPPER 5'-11"ABOVE SAND
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LOWER 2'-5"ABOVE SAND
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8'-9"
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8'-9"
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SLOPE
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2:1 DN
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C
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C
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D
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D
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A
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B
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B
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E
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E
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SLIDE POLE
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RAILING WITH MESH PANEL
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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RAILING W/ MESH PANEL
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SLIDE W/ RAILING
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RAILING
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PLATFORM
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FILLER PLATE FOR ENTRAPMT
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LADDER TO POST & RUNG
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FREESTANDING POLE 8'-0"HIGH
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RUNG
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TOP OF S.S.
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SLIDE POLE
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RAILING WITH MESH PANEL
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SAND
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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SLIDE WITH RAILING
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RAILING WITH MESH PANEL
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LADDER FROM FUNNEL NET TO POST & RUNG
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LADDER
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STEERING WHEEL ON RAIL
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TOP OF SAND
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RUNG (LADDER)
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TOP OF S.S.
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TOP OF SAND
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LADDER
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FUNNEL NET
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SLIDE POLE
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RAILING WITH MESH PANEL
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LADDER
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STEERING WHEEL ON RAIL BEHIND
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SLIDE WITH SIDE RAIL
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RAILING WITH MESH PANEL
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FUNNEL NET
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TOP OF S.S.
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REMOVE EXISTING AND INSTALL SAFETY SURFACE
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SAND
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REMOVE EXISTING SAND AND REPLACE WITH NEW SAND
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18
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17
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16
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15
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14
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I
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H
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F
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E
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E
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D
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B
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ST 5x17.5 -2LEVELS
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ST 5x17.5 -2LEVELS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR STRINGER: (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR STEPS: (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK: (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR STRINGER 3x12 TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR DECK (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR POST TIMBER TURNED ROUND (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR BEAM TIMBER FOR FUNNEL NET (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 3x6 DECK TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR STRINGER 3x12 TIMBER (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR STEPS: 2x6 TIMBER (TYP.)
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A
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1.STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, STEEL AND OTHER ELEMENTS OF THE EXISTING PLAYGROUND STRUCTURES, EXCLUDING WOOD, ARE TO BE REMOVED, REFURBISHED, RESTORED, REPAIRED, STORED, REPAINTED AND REINSTALLED IN ACCORDANCE WITH THE CONTRACT WORK ITEMS #4, #10, #14 AND #17 RESPECTIVELY. 2.TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER TIMBER POSTS, BEAMS, DECKING, STEPS, BRIDGE PLANKS, AND OTHER WOODEN ELEMENTS OF THE ENTIRE PLAYGROUND SITE SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH CONTRACT WORK ITEMS #4, #8, #19, #15, AND #16. 3.EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL EXISTING STEEL SLEEVES WITH BASE PLATES FOR TIMBER POSTS SHALL REMAIN IN-PLACE, AND BE PROTECTED FOR RE-USE. REPLACEMENT OF EXISTING STEEL SLEEVES OR BASE PLATE ANCHOR BOLTS SHALL BE AS ORDERED BY THE ENGINEER UNDER CONTRACT UNIT PRICE ITEMS #1 & #2. COST FOR EXPOSING EXISTING SLEEVES AND BASE PLATES FOR INSPECTION BY THE ENGINEER SHALL BE INCLUDED IN BID PRICE FOR ITEM #8. 4.DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT DRAWINGS OF PLAYGROUND STRUCTURES INCLUDED HEREIN MAY NOT ACCURATELY REFLECT ALL CURRENT CONDITIONS AND ELEMENTS AT THE SITE. THE DETAILS HEREIN ARE PROVIDED FOR GENERAL INFORMATION. BID PRICE FOR CONTRACT WORK SHALL BE BASED ON ACTUAL CONDITIONS TO BE DETERMINED UNDER ITEMS #4 AND #5. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW OF CONNECTIONS OF NEW WOOD POST TO EXISTING MEMBERS. 6.ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING ALL NEW MEMBERS SHALL BE MECHANICALLY FASTENED TO NEW/EXISTING MEMBERS. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO A307 BOLTS WITH STEEL CONNECTION PLATES OR ANGLES WITH A MINIMUM THICKNESS OF ". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR 14". CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL OF EACH CONNECTION TYPE.
NOTE:
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-18
REMOVALS/RECONSTRUCTION
AREA NORTHPARK PLAYGROUND - I
AS NOTED
18
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR GLUED WD RING BEAM
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4 STEELPOST
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MTL FENCE W.WIRE MESH
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 8x8 POST (TYP.)
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LINE OF LATTICE (ABOVE)
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10'-4"R POST
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SCALE: 1/4"=1'-0"
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Carousel East Elevation
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10
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SCALE: 1/4"=1'-0"
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Carousel Plan and Roof Plan.
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9
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SCALE: 1/4"=1'-0"
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Carousel Section
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11
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R18
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11
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD LATTICE
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POSTS (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 2x10 WOOD RAFTERS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD LATTICE (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 2x10 WOOD RAFTERS
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD LATTICE (TYP.)
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR WOOD POSTS (TYP.)
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REMOVE, REFURBISH, REPAINT, REINSTALL ALL METAL COMPONENTS (TYP.)
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REMOVE AND REINSTALL EXISTING BENCHES AND TABLES IN-KIND
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 1 1 1 "x3x6 WD 2 2 SPACER (TYP.)
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PERGOLA DETAILS ARE FOR AREAS I AND III AND BOTH SHALL BE REPLACED. ADD VERTICAL 1"X1" LATTICE TO SOUTH PERGOLA.
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REMOVE EXISTING AND INSTALL NEW ALASKAN YELLOW CEDAR 2x6 WOOD MEMBERS (TYP.)
18GA. COLD ROLLED STAINLESS STEEL SLIDE ADHERE TO BIT. CONC.
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GRANITE CURB BEYOND
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SAND
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FLUSH GRANITE CURB
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CONT. BEAD SEALANT
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18GA. COLD ROLLED STAINLESS STEEL SLIDE
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BIT. CONC.
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1 "R12"R
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1 "R12"R
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1 "R12"R
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1 "R12"R
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1 "R12"R
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1 "12"
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1 "R12"R
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1.5R
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1.5R
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1.5R
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1.5R
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%%USECTION: PLANTER AT RIVER TERRNGO WALL
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SCALE: 3/4"=1'-0"
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%%USECTION: SEAT WALL AT SPRAY POOL
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%%USECTION: GARGOYLE WATER WALL AND TROUGH
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SCALE: 3/4"=1'-0"
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SCALE: 3/4"=1'-0"
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%%USECTION: FLUSH CURB & WALL AT RAMP
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SCALE: 3/4"=1'-0"
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%%USECTION: STAITS AT SPRAY POOL
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SCALE: 3/4"=1'-0"
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%%USECTION: RAMPS AT SPRAY POOL
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SCALE: 3/4"=1'-0"
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%%USECTION: GRANITE WALL AT CENTRAL SAND AREA
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SCALE: 3/4"=1'-0"
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%%USECTION: CURB AT FRONT OF CENTRAL SAND AREA
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SCALE: 3/4"=1'-0"
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%%USECTION: SLOPED SAFETY SURFACE
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SCALE: 3/4"=1'-0"
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2%
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%%USECTION: CURB AT CENTRAL SAND AREA
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SCALE: 3/4"=1'-0"
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%%USECTION: SLIDEL AT CENTRAL SAND AREA
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SCALE: 3/4"=1'-0"
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%%USECTION: CURB AT INFANT OF SAND AREA
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SCALE: 3/4"=1'-0"
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%%USECTION: GRANITE WALL AT RUIN HOUSE
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SCALE: 3/4"=1'-0"
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%%USECTION: CURB AT RUIN HOUSE AND CENTRAL SAND AREA
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SCALE: 3/4"=1'-0"
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GARGOYLE HEAD SET IN STONE WALL ILLUSTRATION FOR INTENT ONLY
1/2-13UNC X 6"
LONG ANCHORS 4X
SCREWDRIVER STOP
(NOT SUPPLIED)
TROUGH FLOW
CORROSION PROTECTION.
178mm
7"
MINIMUM
686mm
27"
33-1/2"
851mm
AIR GAP PROVIDED FOR
HEAVY DUTY ACCESS PANELS
WITH VANDAL RESISTANT
SCREWS.
TROUGH DRAIN
772mm
30-3/8"
254mm
10"
MOUNTING DETAIL
7"
178mm
PEDESTAL
TEMPLATE
MTG BOLTS 4X
1/2"-13 UNC
1/2" ANCHOR BOLTS
MOUNTING HOLES FOR
IN CONCRETE SLAB 4X
1/2" IPS SUPPLY
191mm
7-1/2"
BUBBLER
TO
BIB FAUCET
STEEL FOUNTAIN
6250LF
HOSE BIB DETAIL
1/2" NPT INLET
1"
25mm
38mm
1-1/2"
(TO SPOUT
OUTLET).
1
6250LF
BIB FAUCET
OPTIONAL
1/2" NPT
STOP, COMPRESSION
TUBING (NOT SUPPLIED)
FITTINGS, & 3/8" O.D.
SCREWDRIVER
(SUPPLIED)
1/2" TEE
1/2" NPT
(OPTIONAL)
1/2" TUBING AND
COMPRESSION FITTINGS
(NOT SUPPLIED)
EXISTING OR
NEW CONCRETE
FOOTING
UNIT SAFETY SURFACE
SAND-SET GRANITE COBBLES (7"X4")
LEVEL TRANSITION BETWEEN
SAFETY SURFACE AND
GRANITE COBBLES
PLANTING SOIL AND MULCH
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-22
RECONSTRUCTION DETAILS
AS NOTED
22
SCALE: 3" = 1'-0"
TYPICAL SECTION OF SAFETY SURFACE
SCALE: 3" = 1'-0"
TYPICAL SECTION OF SAFETY SURFACE AT DRAINS
SCALE: N.T.S.
DRINKING FOUNTAIN
SCALE: 3/8" = 1'-0"
TREE PIT AT PLAY AREA
SCALE: 3/4" = 1'-0"
SECTION: AT SAND AREA
SCALE: N.T.S.
AREA I-C SWING BASE ANIMAL
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12" CMP WITH 6"DEEP SLOT
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2 LAYERS-SOIL SEPARATOR
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BIT. CONCRETE SLOPED @ 2%
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GRANITE CURB (AS SHOWN @ CENTRAL SAND AREA)
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SAND (AS SPECIFIED)
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2%
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4" MIN.
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POURED-IN-PLACE SAFETY SURFACE IMPACT LAYER
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ASPHALT CONCRETE UNDERLAYMENT
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STABILIZED SOIL-AGGRAGATE SUBBASE
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COMPACTED SUBGRADE
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ASPHALT CONCRETE UNDERLAYMENT
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STABILIZED SOIL-AGGRAGATE SUBBASE
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COMPACTED SUBGRADE
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EXISTING DRAIN INLET
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1/2" MIN.
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POURED-IN-PLACE SAFETY SURFACE TOP LAYER
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4" MIN.
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1/2" MIN.
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POURED-IN-PLACE SAFETY SURFACE IMPACT LAYER
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POURED-IN-PLACE SAFETY SURFACE TOP LAYER
BOROUGH OF MANHATTAN
ROCKEFELLER PARK TERRACE
PLAYGROUND RECONSTRUCTION
MDC
DESIGNED BY
CHECKED BY
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO. DATE REVISION INT.
BATTERY PARK CITY AUTHORITY
CITY OF NEW YORK
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
JULY 2018
SHEET NO.
OF 232017200282.009
CFK
1 7/5/18 ISSUED FOR BID CFK
C-23
TYPICAL REPAIR DETAILS
AS NOTED
23
SCALE: 1-1/2" = 1'-0"
PLAN @ CONCRETE REMOVAL w/ REBAR
SCALE: 1-1/2" = 1'-0"
SECTION @ CONCRETE REMOVAL w/ REBAR
SCALE: 1-1/2" = 1'-0"
SECTION @ CAVITY PREPARATION w/ REBAR
SCALE: 1-1/2" = 1'-0"
SECTION @ CONCRETE REPAIR w/ REBAR
SCALE: 1-1/2" = 1'-0"
SECTION @ SLEEVE REMOVAL
SCALE: 1-1/2" = 1'-0"
SECTION @ NEW SLEEVE EMBEDMENT OPTION A
SCALE: 1-1/2" = 1'-0"
PLAN @ PLAIN CONCRETE REPAIRSCALE: 1-1/2" = 1'-0"
SECTION @ PLAIN CONCRETE REPAIR
SCALE: 1-1/2" = 1'-0"
SECTION @ NEW SLEEVE EMBEDMENT OPTION B
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ROUGHEN CONCRETE SURFACE TO A 14" AMPLITUDE THEN APPLY BONDING AGENT TO ENTIRE EXPOSED CONCRETE SURFACE & REINFORCING STEEL. FOLLOW MANUFACTURER'S SPECIFICATIONS
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NEW ENLARGED CAVITY
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EXISTING UNDERLYING REINFORCING STEEL TO REMAIN.
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EXISTING CONC. w/ REBAR
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A.MARK A RECTILINEAR PERIMETER AROUND THE DAMAGED SECTION OF CONCRETE, MARK A RECTILINEAR PERIMETER AROUND THE DAMAGED SECTION OF CONCRETE, EXTENDING 1 " BEYOND THE OUTER MOST EDGE OF THE REQUIRED REMOVAL. 12" BEYOND THE OUTER MOST EDGE OF THE REQUIRED REMOVAL. B.PROVIDE " DEEP SAW CUT ALONG MARKED RECTILINEAR EDGE TO PROVIDE A PROVIDE " DEEP SAW CUT ALONG MARKED RECTILINEAR EDGE TO PROVIDE A 34" DEEP SAW CUT ALONG MARKED RECTILINEAR EDGE TO PROVIDE A FAULT LINE FOR DEMOLITION AND TO PREVENT FEATHERED EDGES. DO NOT CUT OR DAMAGE UNDERLYING REINFORCEMENT. C.UTILIZING A 15LB PNEUMATIC HAMMER TOOL (OR SIMILAR HAND TOOL) REMOVE UTILIZING A 15LB PNEUMATIC HAMMER TOOL (OR SIMILAR HAND TOOL) REMOVE ALL DETERIORATED CONCRETE INSIDE ENLARGED CAVITY FOLLOWING THE MARKED OUTLINE. D.EXTEND CONCRETE REMOVAL TO A MINIMUM DEPTH OF " BEYOND STEEL EXTEND CONCRETE REMOVAL TO A MINIMUM DEPTH OF " BEYOND STEEL 34" BEYOND STEEL REINFORCING BAR WITHIN THE CAVITY.
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STEP 1: CONCRETE REMOVAL:
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PROVIDE SAWCUT EDGE AT PERIMETER OF REPAIR
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NEW ENLARGED CAVITY
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NEW CONCRETE REPAIR TO MATCH EXIST.
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SCRAPE CLEAN REBAR TO BRIGHT METAL FINISH THEN APPLY CORROSION RESISTANT REBAR COATING TO CLEAN ALL EXPOSED REBAR SURFACE
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A.UPON COMPLETING REMOVAL OF CONCRETE, REMOVE ALL LOOSE AND/OR DELAMINATING RUST UPON COMPLETING REMOVAL OF CONCRETE, REMOVE ALL LOOSE AND/OR DELAMINATING RUST AND MAKE ALL AREAS AVAILABLE FOR INSPECTION BY ENGINEER FOR ADDITIONAL INSTRUCTION. B.CLEAN ALL APPROVED UNCOVERED REINFORCING BARS WITH A WIRE BRUSH ONLY. REMOVE ALL CLEAN ALL APPROVED UNCOVERED REINFORCING BARS WITH A WIRE BRUSH ONLY. REMOVE ALL RUST, SCALE TO BRING REPAIR TO BRIGHT METAL. IN THE EVENT THAT RUST EXTENDS BEYOND PREVIOUSLY OBSERVED, NOTIFY ENGINEER FOR FURTHER INSTRUCTIONS. C.AT AREAS WHERE EXISTING REINFORCING STEEL PROJECTS BEYOND THE SPECIFIED 1 ", AT AREAS WHERE EXISTING REINFORCING STEEL PROJECTS BEYOND THE SPECIFIED 1 ", 12", REINFORCING MAYBE BENT OR CUT AT THE DIRECTION OF THE ENGINEER ONLY. D.CLEAN CAVITY OF ALL DEBRIS WITH COMPRESSED AIR AND FLUSH CAVITY WITH POTABLE WATER. CLEAN CAVITY OF ALL DEBRIS WITH COMPRESSED AIR AND FLUSH CAVITY WITH POTABLE WATER. DO NOT USE ANY TOOLS OR MATERIAL THAT MAY CAUSE BOND-INHABITATION. E.ALLOW CAVITY AND BARS TO DRY PRIOR TO APPLICATION OF CORROSION RESISTANT REBAR ALLOW CAVITY AND BARS TO DRY PRIOR TO APPLICATION OF CORROSION RESISTANT REBAR COATING. F.PREPARE CAVITY PER MANUFACTURER'S SPECIFICATIONS TO RECEIVE BONDING AGENT AND PREPARE CAVITY PER MANUFACTURER'S SPECIFICATIONS TO RECEIVE BONDING AGENT AND CEMENTITIOUS TOPPING. SATURATE CAVITY UTILIZING CLEAN POTABLE WATER FREE OF CONTAMINANTS. ENSURE SURFACE IS DRY AND FREE OF STANDING WATER PRIOR TO APPLICATION OF BONDING AGENT. G.APPLY BONDING AGENT PER MANUFACTURER'S SPECIFICATION. APPLY BONDING AGENT PER MANUFACTURER'S SPECIFICATION. H.NO PINS OR ADDITIONAL REINFORCEMENT IS REQUIRED, UNLESS DIRECTED BY THE ENGINEER NO PINS OR ADDITIONAL REINFORCEMENT IS REQUIRED, UNLESS DIRECTED BY THE ENGINEER TO REPLACE DAMAGED REINFORCEMENT.
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STEP 2: CAVITY PREPARATION
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NOTE: ALL PRODUCTS USED FOR ALL PRODUCTS USED FOR PATCH REPAIR SHALL BE FROM THE SAME MANUFACTURER & RECOMMENDED FOR USE AS A SYSTEM. USE ONE SYSTEM FOR ALL PATCH REPAIRS AT THIS PLAYGROUND
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EXISTING UNDERLYING REINFORCING STEEL TO REMAIN.
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PROVIDE SAWCUT EDGE AT PERIMETER OF REPAIR
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NEW CONCRETE REPAIR AFTER INSTALLATION OF J ANCHORS
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EXIST. CORRODED STEEL SLEEVE & BASE PLATE TO BE REMOVED w/DAMAGED CONCRETE
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EXTEND CUT AS REQ'D TO REMOVE ALL CORRODED STEEL REINFORCING IN SLAB
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NEW ENLARGED SAWCUT CAVITY
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EXIST. CONC. w/ REBAR
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EXTENT OF DAMAGED CONCRETE
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EXISTING UNDERLYING REINFORCING STEEL TO REMAIN
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DO NOT DAMAGE EXISTING REBAR DURING REMOVALS
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EXISTING CONC. w/ REABR
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EXISTING CONC. w/ REBAR
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EXISTING CONC. MAT FDTN.
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EXIST. ANCHOR BOLT TO BE REMOVED, TYP.
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EXISTING CONC. MAT FDTN.
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AIR BLAST AND PAINT EXIST. SLEEVE AND BASE PLATE OR REPLACE AS REQUIRED. INSTALL @ ORIGINAL LOCATION
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NEW " ANCHOR BOLT, 34" ANCHOR BOLT,9" EMBEDMENT MIN. SHEAR & PULLOUT STRENGTH TO MATCH EXIST., TYP.
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PROV. 1" NON-SHRINK GROUT OR LEVELING NUTS AS REQUIRED
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NEW ENLARGED SAWCUT CAVITY
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EXIST. ARCHITECTURAL OR PLAN CONCRETE
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EXTENT OF DAMAGED CONCRETE
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NEW ENLARGED CAVITY
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EXISTING CONC. w/ REBAR
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PROVIDE SAWCUT EDGE AT PERIMETER OF REPAIR
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RPOV. WIRE MESH 2x2-W2.1xW2.1
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PROV. WIRE MESH 2x2-W2.1xW2.1
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NOTE: SEE CAVITY SEE CAVITY PREPARATION DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION.
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NEW CONCRETE REPAIR BEFORE INSTALLTION OF EXPANSION BOLTS
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EXISTING CONC. MAT FDTN.
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AIR BLAST AND PAINT EXIST. SLEEVE AND BASE PLATE OR REPLACE AS REQUIRED. INSTALL @ ORIGINAL LOCATION
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PROV. 1" NON-SHRINK GROUT OR LEVELING NUTS AS REQUIRED
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OPTION A: PRE-EMBEDED J ANCHORS
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OPTION B: POST-INSTALLED EXPANSION ANCHORS
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NEW " ANCHOR BOLT, 34" ANCHOR BOLT,9" EMBEDMENT MIN. SHEAR & PULLOUT STRENGTH TO MATCH EXIST., TYP.
