CE-UY-4543-Spring-2019-Final-Report-Katsanos-and-Hwang-26-50

Page%4 BROOKLYN.COLLEGE.PERFORMING.ARTS.CENTER.PROJECT.DETAILED.ESTIMATE 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 TOTAL.FOR Butterflyweed New*York*Aster October*Skies*Astor BlueMjoint*Reedgross Bigflowered*Tickseed Purple*Coneflower Dense*Blazing*Star Cardinal*Flower Switch*Gross Black*Eyed*Susan Giant*Coneflower Little*Bluestem Sweet*Goldenrod Indian*Grass Prarie*Dropseed Culver's*Root Bugleweed Appalachian*Sedge Woodland*Sedge Silver*Sedge Fairy*Candles Wild*Bleeding*Heart Foxglove Marginal*Wood*Fern Espresso*Cranesbill Prairie*Smoke SharpMLobed*Heptico Beaujoals*Coral*Bells Silver*Scrolls*Coral*Bells Woodland*Iris Spotted*Deadnettle Creeping*Phiox Golden*Groundsel Foamflower DIVISION.32.O.EXTERIOR.IMPROVEMENTS 26 35 40 95 50 25 20 56 58 67 45 195 17 144 60 12 264 240 573 35 18 65 18 270 40 144 35 250 130 125 295 24 110 310 SUBOTOTAL EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA $*****************50.00 $******************35.00 $******************35.00 $******************47.00 $******************78.00 $******************45.00 $******************60.00 $******************30.00 $******************88.00 $******************66.88 $******************60.00 $******************40.00 $******************67.00 $******************35.00 $******************59.00 $****************120.00 $******************95.00 $******************80.00 $****************112.00 $******************50.00 $******************45.00 $******************55.00 $******************47.00 $******************60.00 $******************26.00 $******************86.00 $******************35.00 $******************67.00 $******************34.00 $******************30.00 $******************62.00 $******************45.00 $******************30.00 $******************95.00 $*********************1,300 $*********************1,225 $*********************1,400 $*********************4,465 $*********************3,900 $*********************1,125 $*********************1,200 $*********************1,680 $*********************5,104 $*********************4,481 $*********************2,700 $*********************7,800 $*********************1,139 $*********************5,040 $*********************3,540 $*********************1,440 $*******************25,080 $*******************19,200 $*******************64,176 $*********************1,750 $************************810 $*********************3,575 $************************846 $*******************16,200 $*********************1,040 $*******************12,384 $*********************1,225 $*******************16,750 $*********************4,420 $*********************3,750 $*******************18,290 $*********************1,080 $*********************3,300 $*******************29,450 $ 426,823 $ 5,152,322.66 Page%5 BROOKLYN.COLLEGE.PERFORMING.ARTS.CENTER.PROJECT.DETAILED.ESTIMATE 33 DIVISION.33 O UTILITIES 331000 Water.Utilities Domestic*and*Fire*Protection*Water*Pipes*Installation Protection*of*Existing*Water*Mains*to*Remain Fire*Hydrant*Installation QUANTITY 500 SUBOTOTAL UNIT LF EA EA UNIT.PRICE $*************1,500.00 $****************800.00 $***********20,000.00 TOTAL $*****************750,000 $*********************2,400 $*******************40,000 $ .792,400 333000 Sanitary.Sewer.Utilities Sanitary*Drain*Pipes*Installation Protection*of*Finished*Installed*Pipes QUANTITY 300 300 SUBOTOTAL UNIT LF LF UNIT.PRICE $*************1,200.00 $****************450.00 TOTAL $*****************360,000 $*****************135,000 $ .495,000 334000 Storm.Drainage.Utilities Storm*Drain*Lines Storm*Drain*Catch*Basins Manholes QUANTITY 100 SUBOTOTAL UNIT LF EA EA UNIT.PRICE $****************950.00 $***********12,000.00 $***********10,000.00 TOTAL $*******************95,000 $*******************24,000 $*******************40,000 $ .159,000 324400 Stomwater.Utility.Equipment Trench*Drains Storm*Drain*Retention*Structures QUANTITY 40 SUBOTOTAL UNIT LF EA UNIT.PRICE $*************1,000.00 $*************2,000.00 TOTAL $*******************40,000 $****************4,000.00 $ 44,000.00 TOTAL.FOR DIVISION.33 O UTILITIES $ 1,490,400.00 Page%6 BROOKLYN.COLLEGE.PERFORMING.ARTS.CENTER.PROJECT.DETAILED.ESTIMATE SUB.TOTAL PROJECT.SUBTOTAL $ 17,357,275 General.Requirements TOTAL.FOR QUANTITY 3 30 12 Construction*Contingency CM*Fee Insurance Bond Permit*Fee Office*Project*Administration Winter*Conditions*Allowance UNIT % % % % % MONTHS MONTHS UNIT.PRICE $*********347,145.50 $*********173,572.75 $*********520,718.25 $*********520,718.25 $*********173,572.75 $***********90,000.00 $*************1,000.00 GENERAL.REQUIREMENTS TOTAL $*****************347,146 $*****************173,573 $*****************520,718 $*****************520,718 $*****************173,573 $**************2,700,000 $*******************12,000 $ 4,447,728 BUILDING TOTAL.FOR QUANTITY 62,000 Building UNIT SF UNIT.PRICE $*************** 700.00 BUILDING TOTAL $************43,400,000 $ 43,400,000 DEMOLITION.OF.EXISTING.STRUCTURE TOTAL.FOR Demolition*of*Existing*Structure BUILDING PROJECT.TOTAL QUANTITY 31,700 UNIT SF UNIT.PRICE $****************150.00 TOTAL $**************4,755,000 $ 4,755,000 $.69,960,002.57 *Low*Contingency*due*to*90%*Complete*Bid*Docs BIM Model: Storm Detention Pipe System ! Shown above is the plan view of the detention system to be installed on site for the new construction ! ! Shown above is an elevation view of the corner connection of the detention system highlighting the bedding thickness, fill type and type of corrugated HDPE riser ! ! ! ! Shown above is a detailed spec of the 15” diameter HDPE riser going from the 48” detension tank up to ground level ! ! ! ! ! ! ! ! ! ! Shown above is a Revit modeled section of the detention system ! Shown above is a Revit modeled 3D view of the detention system SECTION 334923 STORM DRAINAGE RETENTION STRUCTURES PART - GENERAL 1.1 DESCRIPTION A.! General The section consists of furnishing all labor, material and equipment necessary and incidental to the construction of Storm Drainage Facilities at the Site as noted on the Contract Drawings Provide for the excavation, temporary sheeting, bedding, backfill and all other ancillary work necessary for the proper completion of work B.! Work Included The extent of work under this section shall be within the area of the new construction as outlined on the Contract Drawings and shall include, the following: 1.! Pipe Installation 2.! Cleaning existing drainage structures and pipes within the limits of work 1.2 RELATED WORK A.! Section 024100 - Demolition B.! Section 312300- Excavation and Embankment C.! Section 312500- Erosion and Sedimentation Controls D.! Section 033000- Cast-in-Place Concrete 1.3 REFERENCES A.! 1.4 NYDOTSS-Standard Specifications for Road and Bridge Construction of the New York Department of Transportation dated 2001 MEASUREMENT AND PAYMENT A.! MEASUREMENT 1.! All Storm Drains will not be measured B.! PAYMENT 1.! All payment for item A will be based upon all labor, material and equipment fur-nished to complete the work in accordance with these plans and specifications Item A above will be paid for at the price indicated below based on the measurements indicated above PART 2- PRODUCTS 2.1 2.2 MATERIALS A.! Ductile iron shall be Class 51; castings shall be gray cast iron and shall conform to the requirements specified in NYDOTSS Section 602 (with all related sections) B.! Concrete pipe shall be Class V Wall B unless otherwise specified and shall conform to the requirements of NYDOTSS Section 913.04 (with all related Sections) C.! Polyvinyl chloride (PVC) drainage pipe shall conform to the requirements specified in NYDOTSS Section 913.11 (with related sections) CORRUGATED HIGH DENSITY POLYETHYLENE PIPE Pipe manufactured for this specification shall comply with the requirements for test methods, dimensions, and markings found in AASHTO M252 Type S for 4” – 10” diameters or AASHTO M294 Type S for 12” – 60” diameters As further defined and de-scribed in AASHTO M252 and AASHTO M294, the prescribed sizes of pipe are nominal inside diameters Pipe diameter tolerance shall be 4.5 percent oversize and 1.5 percent undersize Pipe lengths shall not be less than 99 percent of the manufactures stated length Twelve- through 60-inch pipe shall be silt tight and shat be Hancor Sure-Lok F477 or preapproved equal Pipe supplied shall be smooth Interior and Annular Exterior Corrugated High Density Polyethylene (HDPE) Pipe meeting the requirements of AASHTO M294, Type S The pipe supplied shall be silt tight as defined in the joint performance requirements of this specification Virgin material for 12”- 60” pipe and fitting production shall meet the requirements of AASHTO M294 with the addition that it shall be Hancor Resin 8, which is slow crack resistant material evaluated using the notched constant ligament-stress (NCLS) test according to the procedure described in AASHTO M294, Section 9.5 Average NCLS test specimens must exceed 24 hours with no test results less than 17 hours The virgin material shall have a minimum 50-year tensile strength of 900 psi 2.3 JOINT PERFORMANCE Silt tight joints shall be bell-and-spigot meeting the silt tight requirements of AASHTO M252 or AASHTO M294 Silt tight joints shall meet a 2.0 psi (14 kPa) laboratory test as further defined and described in the performance section of this specification Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly 2.4 FITTINGS Fittings shall conform to AASHTO M252 or AASHTO M294 Fabricated fittings shall be welded on the interior and exterior at all accessible junctions 2.5 ACCEPTABLE MANUFACTURERS Manufacturer shall submit production lot testing logs, signed by an executive officer, to verify adequate quality assurance quality control system In lieu of test logs, manufacturer shall have an ISO 9001:2000 Quality Lab and a quality control – quality assurance system based on ISO 9001:2000 standards and manufacturer shall be UL listed for quality systems on the ISO 9001:2000 quality systems certification 2.6 INSTALLATION Pipe installation shall be in accordance with Section of this specification and the product manufacturer’s published installation guides 2.7 STORMWATER RETENTION STRUCTURES A.! Retention structures shall be constructed with pre-manufactured Hancor LandMax headers and laterals or pre-approved equal 4” – 10” Pipe used to construct headers and laterals shall meet AASHTO M252 as supplied by Hancor or pre-approved equal 2.! 12” – 60” Pipe used to construct headers and laterals shall meet AASHTO M294 as supplied by Hancor or pre-approved equal 3.! Virgin material for 4”- 10” Pipe used for header and lateral production shall be highdensity polyethylene conforming to the minimum requirements of cell classification 324420C as defined and described in ASTM D3350 4.! Material for 4” – 10” Pipe used for header and lateral production shall be Corrugated Recycled High Density Polyethylene (HDPE-R) conforming to the minimum requirements of cell classification 324420C as defined and described in ASTM D3350 The material formulation shall not contain less than 50% recycled polyethylene 5.! Virgin material for 12”- 60” used for header and lateral production shall be high-density polyethylene conforming to the minimum requirements of cell classification 335400C as defined and described in ASTM D3350 The virgin pipe material shall be Hancor Resin 8, which is a slow crack resistant material evaluated using the notched constant ligamentstress (NCLS) test according to the procedure described in AASHTO M294, Section 9.5 Average NCLS test specimens must exceed 24 hours with no test results less than 17 hours The virgin material shall have a minimum 50-year tensile strength of 900 psi 6.! Material for 12” – 60” Pipe used for header and lateral production shall be Recycled High Density Polyethylene (HDPE-R) conforming to the minimum requirements of cell classification 335400C as defined and described in ASTM D3350 The recycled resin shall be tested for slow crack growth resistance using the notched constant ligament-stress (NCLS) test according to the procedure described in AASHTO M294, section 9.5 Average failure time of the five test specimens shall not be less than 18 hours for pigmented resins or 24 hours for equivalent non-pigmented resins The material formulation shall not contain less than 50% recycled polyethylene 7.! All laterals used for under ground retention shall have a direct connection to a header system located on the upstream end of the system to promote an even distribution of the influent stormwater The use of isolator rows with any lateral not directly connected to the distribution header shall not be permitted 8.! To mitigate the migration of fines from the native soil into the retention system stone backfill material, a layer of Hancor Terrafiber 6.0 oz nonwoven geotextile meeting AASHTO M288 Class requirements or pre-approved equal shall be placed as a separation barrier around the retention system backfill as shown on the project plans 9.! When utilizing the storage space available in the backfill material, measures must be taken to remove/reduce any suspended solids, hydrocarbons or other foreign matter that may be present in the stormwater influent These measures may included but are not limited to FloGuard Catch basin inserts, Hancor Stormwater Quality Units, or a fore bay area designed to hold and treat the water quality volume as shown on the project plans 10.!System installation shall be in accordance with section of this specification and the product manufacturer’s published installation guides 2.8! MANUFACTURERS A.! 3.1 Inlet Casting Frame and Grate installed shall be Campbell Foundry Company Pattern Number 2618 or approved equal Catch Basin Frames and Grates shall be Campbell Foundry pattern Nos 2618 as shown on the plans or approved equal INSTALLATION A.! The Contractor shall perform such site preparation as necessary to construct and install the storm drainage system B.! The Contractor shall construct the storm drains to the required line and grade as indicted on the Contract Documents and in accordance with the requirements of the following sections of NYDOTSS: 1.! Section 602-Pipes 2.! Section 603-Inlets and Manholes 3.! Section 613-Miscellaneous Concrete END OF SECTION 334923 APRIL MONTHLY REPORT TABLE OF CONTENTS EXECUTIVE INTRODUCTION SCOPE OF WORK 3-4 SITE CIVIL LANDSCAPING PROJECT TEAM ORGANIZATION 4-6 ORGANIZATIONAL CHART ROLES AND RESPONSIBILITIES 4-6 PROGRESS OF DESIGN SITE CIVIL 7-9 LANDSCAPING MISSING/INCOMPLETE DRAWINGS 8-9 DESIGN SCHEDULE MINUTES OF MEETING 9-15 MEETING NO 132 10-11 MEETING NO 133 11-12 MEETING NO 134 13-14 MEETING NO 136 14-15 CRITICAL ITEMS 15-16 SUMMARY 17 BCPAC March Monthly Report Executive Introduction 1.1! Purpose The Monthly Progress Report is intended to provide an overview of the Brooklyn College Performing Arts Center project and provide the owner, stakeholders, and design team an overall update on the progress of the project The document provides information on the scope, cost, organization, schedule, and critical items addressed during weekly meetings Scope of Work The Brooklyn College Performing Arts Center includes a 64,000-sf addition to the existing Whitman Hall and features a 200-seat flexible stage performance space with variable acoustics; rehearsal rooms for orchestra, choral and theater; a state-of-the-art recording studio; the Pima Center for Computer Music; music studios and practice rooms; and a scene shop A gracious lobby, envisioned as a venue not only for pre- and post-performance gatherings but also for campus-wide receptions and special events, welcomes visitors, students and staff alike 2.1 Site Civil !! 410 lf of Curb Work !! 12874 lf of Sidewalk Work !! Drainage Work o! 40 lf of trench drains o! 70 lf of 48-inch HDPE Detention System !! Water Main Work o! Locate all existing head locations and have them marked to be replaced under direction of engineer o! New water main work in accordance to the drawings o! Replace Fire Hydrants within limits with a Breakaway hydrant !! Fire Alarm Work o! All existing fire department communications need to be protected and functional !! Pavement Work o! Asphaltic concrete mixture is to be used specified by the Engineer o! Finish roadway pavement at the apex of all corners !! Street Lighting Work o! Furnish, install and remove all necessary street lighting equipment prior to new paving o! 250 lf Lighting System Feed !! Other Utilities o! Protecting, removing or relocating some or all facilities of Brooklyn Union Gas, Empire City Subway, and Time Warner Cable BCPAC March Monthly Report 2.2 Landscaping Work within the Landscaping scope include: !! Site Work o! Paved concrete and granite outdoor plaza "! 1053 sf of granite banding "! 1116 sf concrete paver banding "! 4465 sf 8” pigmented concrete paving "! 1188 sf of pavers with concrete base "! 2078 sf of lawn area o! Protection and watering of surrounding existing trees and roots within the limit of work o! Relocation of roots in backfill areas o! Planting of specified trees, shrubs, perennials and grasses o! Removing trees and other vegetation o! Clearing and grubbing o! Installation of 224 lf of new 8-inch fence to match existing o! Paving areas to align with existing pavement o! Installation of drainage stone and planting area drain !! Outdoor Fixtures o! Installation of bike racks Project Team Organization 3.1 Organizational Chart The City University Construction Fund Dominick Fickeria Carolis and Associates CM Principal-inCharge Chris Katsanos Coordination !"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!"!" Construction Manager Caroline Hwang Cerami & Associates, Inc Audio/Visu al & Technology Two Twelve Harakawa, Inc Graphics/ Signage Pfeiffer Partners Architect P.C Architect Matthews Nieldsen Landscape Architects, P.C Landscape BCPAC March Monthly Report Horton Lees Brogden Lighting Design Lighting Design Arup Engineering Theater, Acoustics, Structural, MEP, IT, LEED KS Engineers, P.C Civil Engineer 3.2 Roles and Responsibilities Construction Manager (Caroline Hwang) The role of the construction manager is to supervise, direct and advise the execution of all project phases starting from the concept plan to occupying the structure The CM will work closely with all members of the design team and the owner in order to ensure a successful completion of the project design phase, on time and on budget It is the job of the CM to work and advocate in the best interest of the owner Caroline will be in charge of reviewing and coordinating landscape design drawings throughout the design phases Principal-in-Charge (Chris Katsanos) The Principal-in-Charge will work closely with the Construction Manager to ensure the delivery of the project in a timely and cost effective manner They will focus their responsibility on organizing the project team communication including document control, and progress control/tracking Chris will be in charge of reviewing and coordinating Site Civil drawings throughout the design phases Architect (Pfeiffer Partners) The architect is responsible for designing places where people live, work, play, learn, shop, and eat They discuss the objectives, requirements and budget of a project with clients After discussing and agreeing on the initial proposal with clients, the architect develops final construction plans that show the building’s appearance and details for its construction In developing designs, they must follow state and local building codes, zoning laws, fire regulations, and other ordinances Audio/Visual & Technology Design Engineer (Cerami & Associates) The Audio/Visual and Technology Design Engineers are responsible for the development, implementation, and installation of audiovisual systems for the performing arts center This includes properly specifying components like speakers, amplifiers, audio processors, microphones, projectors and displays Graphics/Signage (Two Twelve Harakawa) The Graphics/Signage consultant is responsible for creating the appropriate signage and displays needed in the building They will work closely with a thorough understanding of the client needs in order to create, quote, and produce clear graphics that ensure ease of public usage and safety of patrons Landscape (Matthews Nieldsen Landscape Architects) The Landscape Engineers are responsible for combing aesthetics with functionality in designing a variety of outdoor spaces They incorporate knowledge of ecology, graphic design, plant materials, construction, and computer technology into their work Landscape engineers often work with surveyors, architects, urban planners, civil engineers, and environmental scientists Lighting Design Engineer (Horton Lees Brogden Lighting Design) The Lighting Design Engineers are responsible for designing and planning lighting and electrical systems They usually work in two major areas (1) lighting related to the interior and exterior BCPAC March Monthly Report design of buildings and landscapes and, (2) lighting for arts performances, such as plays, operas and concerts Lighting designers in both performance and design collaborate with other professionals to integrate lighting into an overall approach Civil Engineer (KS Engineers) The civil engineer is responsible for creating, improving, and protecting the environment in which the public lives They plan, design, and oversee construction and maintenance of the building structure Theater Design and Planning (Arup Engineering) The theatre design and planning consultants are responsible for understanding the artistic, operational, technical, and commercial needs of all types of venues These specialists will help architects to design spaced that inspire and delight while delivering the best in theatrical functionality, acoustical excellence, visual quality and audience comfort Acoustics Engineer (Arup Engineering) The acoustics engineer is responsible for designing and developing technologies that solve problems related to sound They will consult with the architect and engineers on the design and sound quality of the facility They will ensure that buildings comply with local noise ordinances and standards, in addition to minimizing outside noise Structural Engineer (Arup Engineering) The structural engineer is responsible for designing the structure to withstand stresses and pressures imposed through environmental conditions and human use They ensure that the structure does not deflect, rotate, vibrate excessively or collapse and that they remain stable and secure throughout their use MEP Engineer (Arup Engineering) The MEP engineer is responsible for planning and designing the mechanical, electrical, and plumbing system including developing policies standard, inspection procedure and evaluation tools for MEP matters They will also prepare and review drawings, specifications, and cost estimates for the systems BCPAC March Monthly Report Progress of Design Matthews Nieldsen Landscape architects are responsible for thirteen (13) landscape drawings and KS Engineers are responsible for thirteen (13) Site Civil drawings The most updated drawing logs with corresponding comments and the CM deliverables are shown below 4.1 Site Civil Drawings Site Civil Design Log Drawing No Drawing Name Current Comments C-001 Notes Legend Abbreviations 2/5/2020 Issued to Bid C-003 Existing and Demolition Plan 2/5/2020 Issued to Bid C-004 Site Plan 2/5/2020 C-005 Grading and Drainage Plan 2/5/2020 C-006 Utility Plan 2/5/2020 Issued to Bid Amended drawings sent to DEP for approval during construction 9/6/19 (refer to MM 1213205) Con Edison vault height has been resolved; it will be raised 4" as stated in the Builder's Paving Plan C-007 Construction Details 2/5/2020 Issued to Bid C-008 Construction Details 2/5/2020 Issued to Bid C-009 Construction Details 2/5/2020 Issued to Bid C-010 Construction Details 2/5/2020 Issued to Bid C-011 Topographic Survey 2/5/2020 Issued to Bid C-012 Proposed NYCDOT Maintenance Traffic Plan 2/5/2020 Issued to Bid C-013 Erosion and Sediment Control Plan 2/5/2020 Issued to Bid C-014 Erosion and Sediment Control Details 2/5/2020 Issued to Bid BCPAC March Monthly Report 4.2 Landscape Drawings Landscape Design Log Drawing No Drawing Name Current Comments L-101 Demolition Plan 2/5/2020 Issued to Bid L-111 Materials Plan 2/5/2020 Issued to Bid L-121 Layout Plan 2/5/2020 Perimeter fencing fell down which should instigate another look on whether the design/fence was able to withold wind pressures Redesign should be considered L-131 Grading Plan 2/5/2020 Issued to Bid L-141 Planting Plan 2/5/2020 Issued to Bid L-142 Planting Plan 2/5/2020 Issued to Bid L-201 Sections 2/5/2020 Issued to Bid L-301 Enlargement Plans 2/5/2020 Issued to Bid L-302 Enlargement Plans II 2/5/2020 Issued to Bid L-401 Paving Details 2/5/2020 Issued to Bid L-402 Site Furnishings & Site Details 2/5/2020 Issued to Bid L-403 Site Walls 2/5/2020 Issued to Bid L-404 Planting Details 2/5/2020 Issued to Bid 4.3 Missing or Incomplete Drawings From the previous meeting minutes, it is clear that there are certain documents that were not fully completed or were missing that will affect the continuation of work on the field These documents are listed below stating their status, impact, and how Carolis will address the situation Missing or Incomplete Drawings Drawing Builders Paving Plan Status Confirmed Awaiting Approval Impact Possible Resolution Delay in paving the sidewalks due to Con Edison needing to raise their vault 4" EWH should pave up to and around this section till they have moved the vault; they should make sure there is an expansion joint around the area to ensure a seamless transition BCPAC March Monthly Report Site Sewer Connection Submitted for Approval Delay in the progression of sewer connections EWH should focus on other site work while waiting on approval to offset the delay in time and keep the site progressing Design Schedule The Design Schedule provided incorporates the design team and the CM team’s critical milestones The CM deliverables include the Project Management Plan, Monthly Reports, Estimates based on the progress of drawings, Design and Construction Schedules, BIM Model, and detailed specifications The design team deliverables include all related site civil and landscaping drawings The schedule goes through each design phase: Concept, Schematic, Design Development, and Construction Documents Each phase incorporates sufficient time for CUNY and Carolis to review and approve the drawings The current progress of the design documents indicates that although all Site Civil and Landscape drawings are Issued to Bid, there are some drawings that EWH need revised/approved in order to proceed with the work Right now Carolis is focusing on facilitating Arup designers to efficiently review and approve all needed changes as soon as possible in order for work to continue Carolis was late on there April submission off the Revit model, Specifications for the detention system, and the Detailed Estimate May CM deliverables include the final presentation, April Monthly Report, and the Final Report The Final Presentation and Report is a hard deadline which Carolis will be meeting on time BCPAC March Monthly Report Minutes of Meeting Meetings with the owners (CUNY, Brooklyn College), architect (Pfeiffer Partners), engineer (ARUP) and construction managers (Carolis and Associates) are held every two (2) weeks to discuss the progress of the project, critical items that need to be addressed, and future actions/resolutions The statuses of the critical items mentioned in the February Monthly Report are also included Meeting Minutes No 132 Item 01-12905 04-13102 Description RFI #4GC-455: Please note that top of the existing Con Edison vault is 4" lower than the top of the proposed concrete sidewalk (see attached marked up part Builder's Pavement Plan) Please advise if this elevation condition at the vault will be addressed or remain as is Kindly note that sidewalk curbs and concrete sidewalks are proceeding as per the approved Builder Pavement Plan Carolis contacted Con Edison and they are to come to site within the next two weeks Con Edison confirmed they will raise the vault to be at the same elevation as the sidewalk During meeting, 8/22/19, EWH received call about an injury on site Perimeter fence had fallen over due to a gust of wind and hit a civilian Injured person was taken to the hospital Date 7/25/19 8/22/19 Status Meeting Date: September 6, 2019 Impact OLD (In Progress) Carolis will keep a line of communication with Con Edison in order to ensure that they are able to raise the vault to the same elevation specified in the Builder Pavement Plan We will make sure the visit is documented and reported in the following meeting Efficient approval will mean no changes in the design and proper continuation of the work on site OLD (In Progress) A police report should be documented in order to see what could have caused the accident The DOB should be notified of the accident BCPAC March Monthly Report 10 Meeting Minutes No 132 Item Meeting Date: September 6, 2019 Description Date Status 04-13201 DOB issued a stop work order on 8/22 as a result of the injury and lack of DOB construction fence permit The stop work order is still in effect Hill, CUNY, EWH and Design 2147 are working to lift the stop work order as soon as possible Hill requested the NYPD Accident Report and will forward a copy to CUNY 9/6/19 NEW 08-12301 Temporary Fence: Carolis to issue Field Directive for EWH to obtain fence permits from DOB Billing for the fence on open change order; Carolis will renew change order to incorporate this work Carolis issued FD 4179 on 5/3/19 EWH advised that there was an issue finding out if PPA or EWH will be the applicant on this permit After many discussions with PPA and Design 2147 and inform them EWH to request date to hold meeting with Design 2147 sooner rather than later 9/14/18 OLD 13-13205 Sewer site connection application and amended drawings were sent to DEP last week 9/6/19 NEW BCPAC March Monthly Report Impact/Action Carolis will work to lift the stop work order as soon as possible We will also look to see solutions to the fencing and working with the designers and EWH to get the appropriate permits and fencing Once stop work order is lifted, a temporary fence will be placed in order to keep the surrounding area separated Delay in progress of the tie in for the sewer lines Manpower will be distributed elsewhere to make up in other regions to mitigate time lost 11 Meeting Minutes No 133 Meeting Date: September 19, 2019 Item Description Date Status 01-12905 RFI #4GC-455: Please note that top of the existing Con Edison vault is 4" lower than the top of the proposed concrete sidewalk (see attached marked up part Builder's Pavement Plan) Please advise if this elevation condition at the vault will be addressed or remain as is Carolis contacted Con Edison and they are confirmed they will raise the vault to be at the same elevation as the sidewalk Carolis to coordinate a date with Con Edison 7/25/19 OPEN 04-13102 During meeting, 8/22/19, EWH received call about an injury on site Perimeter fence had fallen over due to a gust of wind and hit a civilian Injured person was taken to the hospital 8/22/19 OLD (In Progress) 04-13201 DOB issued a stop work order on 8/22 as a result of the injury and lack of DOB construction fence permit The stop work order is still in effect Hill, CUNY, EWH and Design 2147 are working to lift the stop work order as soon as possible Hill requested the NYPD Accident Report and will forward a copy to CUNY 9/6/19 OLD (In Progress) 04-13301 Barrier and Fencing: Field Directive to be issued and will continue with maintaining system and remove Yodock 9/19/19 NEW BCPAC March Monthly Report Impact Carolis is in communication with Con Edison awaiting their arrival on site to raise their vault to sidewalk elevation 12 Meeting Minutes No 133 Item 08-12301 12-13205 01-12905 Meeting Date: September 19, 2019 Description Temporary Fence: Carolis to issue Field Directive for EWH to obtain fence permits from DOB Billing for the fence on open change order; Carolis will renew change order to incorporate this work Carolis issued FD 4-179 on 5/3/19 EWH advised that there was an issue finding out if PPA or EWH will be the applicant on this permit After many discussions with PPA and Design 2147 and inform them EWH to request date to hold meeting with Design 2147 sooner rather than later Sewer site connection application and amended drawings were sent to DEP last week Drawings were received Date 9/14/18 Status OLD Impact/Action 9/6/19 OPEN !! RFI #4GC-455: Please note that top of the existing Con Edison vault is 4" lower than the top of the proposed concrete sidewalk (see attached marked up part Builder's Pavement Plan) Please advise if this elevation condition at the vault will be addressed or remain as is Kindly note that sidewalk curbs and concrete sidewalks are proceeding as per the approved Builder Pavement Plan Carolis Cconteacted Con Edison and they are to come to site within the next two weeks Con Edison confirmed they will raise the vault to be at the same elevation as the sidewalk Carolis to coordinate a date with Con Edison Hill will reach out to CE 7/25/19 OLD !! (In Progress) BCPAC March Monthly Report 13 Meeting Minutes No 133 Item Meeting Date: September 19, 2019! Description Date Status NEW 02-13301 Hill to issue a Field Directive to delete security fencing in Room 244 and Room 150 10/3/19 04-13201 DOB issued a stop work order on 8/22 as a result of the injury and lack of DOB construction fence permit The stop work order was lifted on 9/20/2019 9/6/19 04-13401 Carolis shall have safety audits performed weekly to review conditions within building and surrounding site 12-13205 Sewer site connection application and amended drawings were sent to DEP last week Drawings were received KSE submitted incorrect drawings to DEP KSE to revise drawings and resend to DEP for approval Carolis to inform CUNY when new drawings are submitted to DEP Impact/Action! !! CLOSED Carolis will continue to moniter and document all safety concerns and double check that all appropriate documentation has been acquired from all government agencies 10/3/19 NEW These audits will ensure that all current and future work will continue with the health and safety of the public and workers in mind Carolis will devise a Safety Operations checklist in order to keep track of all potential risks on site 9/6/19 !! BCPAC March Monthly Report 14 Meeting Minutes No 136 Item 0313501 Meeting Date: October 31, 2019 Description Date EWH to provide temporary heat plan for review EWH to submit by early new week EWH to xray slab and chip concrete to install condensate lines 10/31/19 Status OLD 0413302 No incendents reported by EWH today An ECB violation was issued to EWH The hearing is in December 10/17/19 OLD 0413401 Carolis shall have safety audits performed weekly to review conditions within building and surrounding site 10/3/19 OLD BCPAC March Monthly Report Impact/Action Needing to x-ray slab and chip the concrete to install condensate lines is a very time consuming task It can be very costly so the appropriate amount of time to review and approval will be needed Carolis will be monitoring and logging any site violations that are issued The safety audits will also ensure that Carolis and EWH are addressing any possible future violations and mitigating those risks These audits will ensure that all current and future work will continue with the health and safety of the public and workers in mind Carolis will devise a Safety Operations checklist in order to keep track of all potential risks on site 15