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Home My WebLink AboutCornell Boat HouseAppendix A Geotechnical Engineering Report, Cornell University Rowing Center Addition dated January 22, 2009, prepared by CHA FOR REFERENCE ONLY Tracking #: 2612 A_060313 Project #r V1165 Tac Code: 2612 Record #: 567_014 This report has been prepared and reviewed by the following qualified engineers employed by CHA. Report Prepared By: Malcolm D. Hargraves, P.E. Senior Geotechnical Engineer Report Reviewed By: John P. Sobiech, P.E. Partner CHA t Cornell University Rowing Center Additions Ithaca, New York TABLE OF CONTENTS SECTION PAGE NUMBER 1.0 INTRODUCTION 1 2.0 PROJECT AND Slit, DESCRIPTION 2 3.0 SUBSURFACE INVESTIGATION 3 4.0 SUBSURFACE CONDITIONS 5 41 Regional Geology 5 4.2 Subsurface Stratigraphy 5 4.3 Groundwater. Conditions 7 4.4 Laboratory Testing 8 5.0 GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS 10 5.1 Concrete Mat Foundation Slab 10 5.2 Mechanically Stabilized Aggregate Subgrade 12 5.3 Settlement Analysis 12 5.4 Preload Surcharge .. 13 5.5 General Foundation Comments 14 5.6 Lateral Earth Pressures 15 5.7 Seismic Site Classification and Design Parameters 16 5.8 Pavement and Sidewalk Subgrades 17 5.9 Hydrologic Soil Groups 17 5.10 Soil Corrosivity 18 5.11 Site Preparation 18 5.12 Structure Backfill 18 5.13 Control of Water 19 6.0 EXCAVATIONS 22 7.0 OBSERVATION DURING CONSTRUCTION 23 8.0 CLOSURE 24 TABLES TABLE 1: Groundwater Observations 7 TABLE 2: Soil Corrosivity 8 TABLE 3: Soil Consolidation Testing 9 TABLE 4: Lateral Earth Pressure Coefficients 16 TABLE 5: Gradation Requirements for Structural Fill 19 APPENDICES APPENDIX A — FIGURES APPENDIX B -- BORING LOGS APPENDIX C — LABORATORY TEST RESULTS APPENDIX D — PHOTOGRAPHS APPENDIX E — SE ri't::EMENT MONITORING GUIDELINE CHA ii Cornell University Rowing Center Additions Ithaca, New York r- 1 1.0 INTRO DUCTION This report summarizes the results of the geotechnical investigation performed by CHA for the proposed addition to the existing Cornell University Rowing Center located in Ithaca, New York. The project area is shown on the Project Location Map, Figure 1, included in Appendix A. The objectives of this investigation were to evaluate general subsurface conditions at the site and to provide geotechnical recommendations for the design and construction of the proposed new structures. Conditions reported include observed soil composition, groundwater level, soil corrosivity, undrained shear strength, and consolidation characteristics of the clay soils. Recommendations have been provided for a mat foundation, pre -construction surcharge, mechanically stabilized subgrade, allowable bearing pressure parameters, pavement and sidewalk subgrade, site preparation and groundwater control. In addition, an estimate of settlement has been provided for the additions. CHA 1 Cornell University Rowing Center Additions Ithaca, New York Z.0 PROJECT AND SITE DESCRIPTION The project site is located on the premises of the existing Cornell University Rowing Center located in Ithaca, New York. It is a relatively flat area bordered by the Cayuga Lake inlet to the west and north, followed by developed property immediately adjacent to the north, railroad tracks followed by swamp to the east, and Ithaca College's boat house facilities to the south. There is an asphalt access road and a parking lot with deteriorated asphalt in the proposed footprint of the new structures. The remaining surface treatment on the project site is mainly gravel. No surface water or rock outcroppings were observed during the investigation. We understand two additions are proposed to be constructed at the existing rowing center. The larger of the proposed additions will be isolated from the Collyer Boat House, but will be constructed immediately adjacent to it. The addition will be a two-story, steel frame structure with perimeter CMU bearing walls, and the lowest floor elevation will match the existing building floor elevation. Column service loads will range from approximately 100 kips to 240 kips (this includes the proposed floor slab loads) and exterior wall loads will range from approximately 5 kip/foot to 9 kip/foot. The smaller addition will be a launch storage building located between the Robinson Boat House and the Ithaca College Boat House. This structure will be one-story with a CMU load bearing wall. The exterior wall load will be approximately 3 kip/foot. CHA 2 Cornell University Rowing Center Additions Ithaca New York 3.0 SUBSURFACE INVESTIGATION Eleven of twelve borings were advanced for this subsurface investigation between October 14 and 22, 2008. Boring B-6 was not advanced due to access difficulty with the available drilling equipment. The borings were drilled at selected locations within the proposed structures' footprints and parking areas. The approximate Locations of the borings are shown on the Boring Location Plan, Figure 2, included in Appendix A. A CHA geotechnical engineer located the borings by measuring from existing site features and should be considered accurate only to the degree implied by the method used to determine therm. CHA retained Nature's Way Environmental Consultants & Contractors, Inc. of Crittenden, New York to advance the borings. A CHA. geotechnical engineer observed the field investigation to ensure that proper drilling and sampling methods were utilized for this investigation, inspect and classify soil samples, and prepare field logs documenting subsurface conditions. The borings were advanced with a truck -mounted drill rig using hollow stem augers (HSA) with an inside diameter of 2.25 inches or 4.25 inches, as well as flush joint casing (FJC) with an inside diameter of 4 inches at 'boring B-7. Split -spoon sampling and standard penetration tests were conducted in lite borings continuously to the depth of 10 feet and at standard 5 foot intervals thereafter to boring termination. The split -spoon sampler was driven with a 140(±) pound hammer free falling 30(±) inches, in general accordance with American Society for Testing and Materials (ASTM) guidelines (D-1586). "Blow counts" are recorded on the boring logs and indicate the penetration resistance for a six-inch advancement of the split -spoon sampler. Initially, the sampler is driven six inches to seat the sampler in undisturbed material. The number of blows required to drive the sampler the next 12 inches is taken as the standard penetration resistance or "N" value. This value is indicative of the soil's in-place compactness or consistency. The final six-inch increment that the spoon is driven is not included in the determination of "N". Refusal is defined as a resistance of greater than 50 blows per six inches of penetration. CHA 3 Cornell University Rowing CenterAdditions Ithaca, New York Thin-walled Shelby Tube (ASTM D-1587) samples were also taken at selected depths in 13-1, B-7, and B-11 to obtain samples of cohesive soil for bulk soil density (EM -1110-2-1906), specific gravity (ASTM D-854), natural moisture content (ASTM D-2216), unconsolidated -undrained (ASTM D-2850), and consolidation (ASTM D-2435) testing. CHA 4 Cornell University Rowing Center Additions Ithaca, New York 4.0 SUBSURFACE CONDITIONS 4.1 Regional Geology Based upon review of the Surfticial Geologic Map of New York Finger Lakes (Muller, E.H., Cadwell, D.A., 1986), the site surficial soils generally consist of recent deposits comprised of non - calcareous fine sand to gravel and may be overlain by silt with an approximate thickness of 3 to 32 feet. Based upon review of the Geologic Map of New York Smite, Finger Lakes (Rickard, L., Fisher, D.W., 1970), the site is underlain by bedrock in the Genesee Group and Tully Limestone consisting of West River, Penn Yan and Geneseo Shale, and Genundewa Limestone, as well as Ithaca formation shale and siltstone. 4.2 Subsurface Stratigraphy Subsurface conditions encountered in the borings are detailed and described on the boring logs included in Appendix B of this report. Subsurface conditions are generally described below in order of increasing depth. Topsoil - - Topsoil material was generally absent across the proposed site. An exception was noted in boring B-8 where a thin (less than 2 to 3 inches in thickness) layer of topsoil was observed. Asphalt — Approximately 6 inches of base course asphalt was angered through from the ground surface in borings B-2, B-9, and B-11. Fill — Granular fill was encountered across the site from the ground surface, or below the asphalt or topsoil, to depths ranging from 4 to 10 feet below the present surface grades. In areas where asphalt was not observed on the surface, such as at borings B-1, B-2, B-10 and B-12, the top 2 to 4 feet of fill consisted of brown to brown and gray, fine to coarse gravel with little to some fine to coarse CHA 5 Cornell University Rowing Center Additions Ithaca, New York sand and traces of silt and clayey silt. Standard Penetration Tests (N -values) in this portion of the fill varied from 30 to 61 blows per foot (bpf), indicating compact to very compact conditions. The remaining fill comprised of brown and gray to mottled brown, gray and black fine to coarse sand with varying amounts of fine to coarse gravel and trace to little silty clay/clayey silt. Occasional traces of wood and coal fragments were also observed in deeper portions of the sand fill and a large wood fragment was contacted below approximately 6 feet in boring B-3. N values in the sand fill varied widely from 2 to 65 bpf,. indicating very loose to very compact conditions. The fill was visually classified as moist to wet. Silty Clay/Clayey Silt -- Gray to gray/brown silty clay and clayey silt containing occasional traces of fine sand, shells, wood fragments, and decayed organic material was observed below the fill to depths up to 114 feet below the ground surface. N -values varied from 0 to 16 bpf, with typical values from 0 to 8 bpf, indicating a generally soft consistency. This soil was visually classified as wet. Sand/Silty Sand — Gray to mottled gray, white, and black fine sand with trace to little clayey silt, and occasional traces of organic material and shell fragments was encountered intermittently in the deeper borings at depths varying from approximately 21.5 to 114 feet Layer thicknesses ranged from about 5 to 10 feet. N values varied from 1 to 43 bpf, indicating very loose to compact conditions. Higher penetration values above 20 bpf occurred at depths greater than about 65 feet, indicating medium compact to compact conditions at these depths. This soil was visually classified as wet. Gravel — Gray fine to coarse gravel with little fine to coarse sand and traces of clayey silt was encountered in B-1, B-7, and B-11 from approximately 85 to 92 feet below the ground surface. N -values in this material varied from 27 to 62 bpf, indicating medium compact to very compact conditions. This soil was visnally classified as wet. CHA 6 Cornell University Rowing Center Additions Ithaca, New York 4.3 Groundwater Conditions Groundwater observations were recorded during drilling based on soil sample moisture content. Static groundwater readings were obtained sometime after the drilling operations at borings B-2 and B-12, and are summarized in the table that follows. Note that some borings were only open for a short time period as they were advanced; therefore groundwater levels observed during drilling operations at these locations may not represent static conditions. TABLE 1 Groundwater Observations * Monitoring well installed in this boring. Groundwater levels at the site at any given time may differ from those shown on the subsurface logs and described in this report due to seasonal factors that affect groundwater such as temperature and precipitation, particularly where the encountered materials were cohesive or had relatively higher fine-grained soil contents. Based on these conditions, a groundwater level equal to 4.0 feet CHA 7 Cornell U tversiiyRowing Center Additions Ithaca, New York Depth below Ground Surface (feet) Boring Number During Drilling 10/15/08 10/16/08 (24 hours) 024 hours) 10/20/08 10/23/08 B-1 B-2* 4.0 4.0 - - - 5.2 - 5.3 - 5.7 B-3 6.0 7.5 - - - B-4 6.5 - _ - - B-5 6.0 -- - B-7 4.0 - - - B-8 6.0 - - - B-9 4.0 - - - - B-10 4.0 - - - - B-11 4.0 - - 4.9 - B-12* 4.0 - 4.9 5.0 5.2 * Monitoring well installed in this boring. Groundwater levels at the site at any given time may differ from those shown on the subsurface logs and described in this report due to seasonal factors that affect groundwater such as temperature and precipitation, particularly where the encountered materials were cohesive or had relatively higher fine-grained soil contents. Based on these conditions, a groundwater level equal to 4.0 feet CHA 7 Cornell U tversiiyRowing Center Additions Ithaca, New York below the present surface grades adjacent to the proposed structures is recommended for design purposes. 4.4 Laboratory Testing Laboratory tests for bulk soil density (EM -1110-2-1906), specific gravity (ASTM D-854), natural moisture content (ASTM D-2216), grain size distribution (ASTM D-422) and Atterberg limits (ASTM D-4318) were performed on selected soil samples. The results are included in Appendix C and are reflected on the boring logs in Appendix B. In addition, soil corrosivity, unconsolidated -undrained (1JU) compressive strength (ASTM D-2850), and consolidation (ASTM D-2435) testing was performed on selected soil samples. These results are included in Appendix C and are reflected on the boring logs in Appendix 3, as well as summarized below. Soil corrosivity test results appear in the table that follows: TABLE 2 Soil Corrosivity Sample ID pH Chloride (ppm) Sulfate (ppm) 3-1, S-2 (Pill) 83 190 1300 B-3, S-2 (Fill) 8.6 350 2700 B-5, S-5 (Alluvium) 6.5 610 5300 B-8, S-3 (Alluvium) 6,8 1100 6800 A UU test was performed on a Shelby Tube sample taken from 10 to 12 feet deep in boring B-11, identified in the boring log as ST -1. The material, as described in the lab, was gray moist clay with organics and had an undrained shear strength of 5.83 pounds per square inch (psi) as reported in the lab or 839.52 pounds per square foot (psf) using a confining stress equal to 10 psi. Consolidation testing was performed on Shelby Tube samples taken from 12 to 14 feet deep and 30 to 32 feet in borings B-1 and B-11, respectively Pertinent lab reported values for void ratio (ea), CHET 8 Cornell University Rowing Center Additions Ithaca, New York recompression coefficient (C), compression coefficient (Co) and preconsolidation pressure (P'o) in units of tons per square foot (tsf) for the samples appear the table that follows: TABLE 3 Soil Consolidation Testing Samsle ]D e8 Cr C p'o B-1, ST -1 12' -14' 0.883 0.06 0.28 2.68 tsf B-11, ST -3 30'-32' 1.270 0,05 0.41 2.08 tsf CklA 9 Cornell University Rowing Center Additions Ithaca, New York 5.0 GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS The borings advanced within the footprint of the proposed boat house addition and launch storage building encountered generally soft to very soft or very loose soils. Given these marginal to poor subsurface conditions, an allowable bearing capacity of 600 pounds per square foot (psf) has been estimated for design purposes. Based upon the service loads in these structures, traditional shallow spread foundations utilizing this bearing capacity can get large and uneconomical. In addition, the subsurface conditions will present long-term differential settlement concerns in the structure. For these reasons, CIA recommends that the proposed structures' foundation systems be designed as mats to minimize differential deformations, and that the near -surface foundation subgrade be mechanically stabilized. Furthermore, to minimize the potential elastic or immediate settlement that can occur during construction, we recommend that a preload surcharge be used at the proposed structures' footprints to initiate consolidation of the subsurface soils. During design development, it may be determined that structural loads in the proposed launch storage facility are minimal relative to the proposed boat house Ioads. If this occurs, the recommendations should be reevaluated and possibly amended in light of the latest information. 5.1. Concrete Mat Foundation Slab The proposed boat house addition structure will have column service loads ranging from approximately 100 kips to 240 kips and exterior wall loads ranging from approximately 5 kips/foot to 9 kips/foot. Structural loads in the proposed launch storage building will be from exterior bearing walls carrying approximately 3 kips/foot. The soft to very soft and very loose, compressible soils encountered on the site would require very large, impracticable, isolated spread foundations if proportioned for the 600 psf maximum allowable bearing pressure and keep the induced settlements at acceptable levels. For this reason, it is recommended that a thick, rigid concrete mat foundation capable of two-way action be utilized for this project, which will distribute the isolated point and line loads over the building footprints. A properly reinforced mat foundation can reduce the potential maximum settlement and minimize differential settlement between the point and line load locations. This foundation mat should be constructed above a mechanically CITA 10 Cornell University Rowing Center Additions Ithaca, New York stabilized aggregate subgrade as outlined in Section 5.2, Mechanically Stabilized Aggregate Subgrade. The concrete mat foundation slab may be supported directly above the mechanically stabilized ag,,aregate subgrade or on properly compacted structural fill placed above a mechanically stabilized aggregate subgrade. In addition to the guidelines set forth in section 5.11 Site Preparation, the following features are recommended as part of the foundation mat construction.. « Any deleterious material found below the foundation mat area should be removed and replaced with compacted, mechanically stabilized aggregate base or structural fill as described in section 5.12 Structure Backfill. O A subgrade modulus of 50 pounds per cubic inch (pci) should be used for design of concrete mat foundation slabs. • A minimum of 6 inches of clean, compacted crushed stone may be placed beneath the concrete foundation mat slab to provide a working base and drainage layer above the mechanically stabilized aggregate subgrade. The crushed stone should be a 50:50 mix of NYSDOT size designation No. 1 and No. 2 crushed stone. The actual thickness of the stone layer should be based on design requirements. o The crushed stone should be kept moist, but not wet, immediately prior to the mat slab concrete placement, O A polyethylene vapor barrier may be used between the crushed stone and the foundation mat slab in areas where the foundation mat will be covered with floor tile, carpeting, or other material which may be adversely affected by moisture. • If a polyethylene vapor barrier is used, adequate curing procedures should be specified to prevent slab curling due to excessive moisture loss in the slab surface. CK4 11 Cornell University Rowing Center Additions Ithaca, New York r A geotechnical engineer should be retained to observe the mechanically stabilized subgrade preparation, review subgrade conditions prior to mat slab construction, and make recommendations for any unsuitable conditions encountered. 5.2 Mechanically Stabilized Aggregate Subgrade The recommended structural mat foundation should bear on a minimum 18 -inch thick, mechanically stabilized aggregate subgrade. This stabilized subgrade should extend laterally about 4 to 5 feet beyond the concrete mat and consist of NYSDOT Type 2 subbase aggregate (Item 304.12). The aggregate shall be placed in three separate 6 to 8 -inch thick lifts mechanically stabilized with a biaxial geogrid, such as Tensor BX 1500 or equal, placed at the interface of each lift. The aggregate shall be compacted to at least 95 percent of the maximum Laboratory dry density as determined by the modified Proctor test (ASTM D-1557). To minimize fouling of the aggregate due to migration of fine grained material from the exposed subgrade, a geotextile fabric should be placed on the subgrade prior to placing and compacting the initial layer of subbase aggregate. The geotextile should be a 6 ounce per square yard or heavier, non -woven filter fabric with an apparent opening size (AOS) equal to or smaller than the U.S. Standard sieve size of 70, such as 1Vhrafi 160N or equal. A conceptual illustration of the mechanically stabilized subgrade appears as Mechanically Stabilized Aggregate Subgrade, Figure 3 in Appendix A. 5.3 Settlement Analysis A settlement analysis utilizing the results of two consolidation tests was conducted for this study. The consolidation tests indicated that the silty clay and clayey silt soils have been slightly preconsolidated, meaning that they have experienced soil pressures higher than the present overburden. This preconsolidation is somewhat larger in the soil material sampled closer to the present ground surface. Based upon these results and the recommended soil bearing pressure of 600 psf, the consolidation settlement will involve recompression behavior, which typically results 12 Cornell University Rowing Center Additions Ithaca, New York in lower potential deformation than the deformation associated with loading a soil beyond its apparent preconsolidation pressure. Typically, the total settlement of a foundation system has an elastic or "immediate" component associated with the load application as well as a long-term or consolidation component that occurs as water is squeezed from the soil. Based upon the Iaboratory tests, the encountered subsurface conditions, and a mat foundation modeled as a 53 -foot by 71 -foot rectangle, and an imposed 600 psf load, the estimated maximum total settlement at the center and at the corner of the foundation is on the order of 2 to 2.5 inches and 0.75 inches, respectively. CHA understands that the maximum total settlement for the proposed structures and maximum differential settlement between the existing and proposed structure addition is limited to approximately 0.5 inches. The estimated settlements discussed previously exceed this limitation. In order to minimize the likely settlement of the mat foundation system, CHA recommends that the foundation soils be treated in-situ with a preload surcharge at both structures and monitored as noted in section 5.4, Preload Surcharge. 5e4 Preload Surcharge The proposed structural mat foundation will substantially influence the soft to very soft, oonapressible silty clay and clayey silt material to depths of 50 feet or greater. As this material is loaded, it is likely to exhibit elastic or immediate settlement and long-term consolidation settlement. To reduce the anticipated total and differential settlements to acceptable levels, we recommend that the building footprints be surcharged prior to constructing the structural mat foundation to allow the immediate and majority of the consolidation settlements to occur. The surcharge can be composed of structural fill, uncontaminated random fill, or naturally occurring soil with a total unit weight of at least 115 pounds per cubic foot after it has been mildly compacted or "tracked" into place. The surcharge should be installed after construction of the mechanically stabilized subgrade. To measure the surcharge effectiveness and progress, pipe CHA 13 Cornell University Rowing CenierAddllion.' Ithaca, New York settlement gages need to be placed at discreet locations above the stabilized subgrade within the proposed building footprints, according to the guidelines included in Appendix E (NYSDOT GCP- 15b Revision #4 April 2007). Initial elevation measurements are taken on the plates prior to surcharge placement, then again as the surcharge is placed After the surcharge has reached a sufficient height to where the pressure is roughly 1000 to 1200 psf, or roughly twice the recommended mat foundation pressure, it shall be allowed to sit and weekly elevation readings on the pipe settlement gages are recorded. Ideally, the surcharge remains in place until there is no measured settlement for two to three consecutive readings or a niinirnum of 8 to 12 weeks. All settlement data shall be reviewed by a geotechnical engineer. When survey measurements indicate that settlement has ceased, the surcharge is subsequently removed and the mat foundation construction can continue. Based on the information obtained during this study and the recommendations outlined in this report, we anticipate that any total and differential settlement of the proposed foundation system that may occur after the surcharge will be less than the 0.5 inch tolerance. This is also based on the assumption that proper site preparation and construction monitoring is performed and the foundation system is constructed as recommended in this report. 5.5 General Foundation Comments The structural concrete inat foundation shall be founded at a minimum depth. of 4 feet below finished grade to provide frost protection. If the structural designer intends to save material costs and weight by utilizing structural ribs or a structural waffle -slab type configuration, the exterior ribs or turned -down slab edges must be placed at least 4 feet below the finished grades. Interior structural ribs or waffle -type sections of the mat foundation in heated areas may be founded on the mechanically stabilized subgrade at a minimum of 2 feet below the finished floor elevation if local building codes will allow and sufficient foundation rigidity can be maintained. This minimum frost depth is the distance from the finished grade to the surface of the mechanically stabilized aggregate base. CHA 14 Cornell University Rowing Center Additions Ithaca, New York The foundation mat should be constructed as soon as possible after excavation or fill placement to minimize the risk of disturbance of the bearing surface by exposure to precipitation or other adverse conditions. Subgrades and mechanically stabilized subgrade material shall be protected from. freezing during construction. Any disturbed, frozen, loosened, or softened subgrade or subbase aggregate shall be removed and replaced with structural fill or Type 2 subbase aggregate material, as described in section 5.12 Structure Backfill. The silty clay and clayey silt material encountered at this site is judged to be moisture sensitive and may readily become soft or unstable when saturated or disturbed. For this reason, the last one foot of foundation excavation should be made immediately prior to placing the filter fabric and initial course for the mechanically stabilized subgrade below the proposed foundation mat. Leaving excess soil material in place will protect the deeper soils that support the foundations. Final excavation of this excess soil should be performed with a smooth -blade bucket or with a flat plate attached to the bucket teeth to minimize disturbance to the subgrade. 5.6 Lateral Earth Pressures The proposed project may include an elevator with an associated pit area that extends below the ground surface. This below -grade structure will be subject to lateral earth pressures. Assuming the pit area will be restrained from lateral movement, an "at rest" (Ko) condition in the soil will develop and shall be used to design the walls in the elevator pit. The walls of the pit area and other below grade walls that may be needed shall be designed in a manner similar to a retaining wall with the following soil parameters provided below and in the table that follows: • Total unit weight 125 pcf • Buoyant unit weight 63 pcf • Angle of internal friction (granular backfill) 33 degrees • Friction factor, concrete on aggregate base 0.60 CHA 15 Cornell University Rowing Center Additions Ithaca, New York TABLE 4 Lateral Earth Pressure Coefficients Level Granular Backfi11 - — Earth Pressure Type Coefficient Equivalent Fluid Pressure Ka (Active) 0,30 38 psf/ft depth Ko (At Rest) 0.45 56 psf/ft depth. (Passive) 3,39 424 psf/ft depth A factor of safety (F.S.) of 2.0 and 1.5 against a sliding failure and overturning failure, respectively, shall used when designing the pit and below grade walls, and appropriate surcharge loads shall also be included. In addition, the contribution of passive pressure (K) resistance should be carefully considered with respect to the likelihood for utility excavations and other installations to be made adjacent to the structure. In such cases, passive resistance may be significantly reduced or lost, compromising the lateral stability. When using active earth pressure (Ka) for design, the engineer assumes that the wall can rotate outward or translate away from the retained soil. The structural designer should only use this when there is enough flexibility in the structural system to tolerate such movement. 5.7 Seismic Site Classification and Design Parameters In accordance with the Building Code of New York State, Section 1615, Earthquake Loads, the following mapped seismic design site coefficients were determined based on site class B: • Mapped Spectral Response Acceleration for Short Periods (Ss): 0.159g d Mapped Spectral Response Acceleration for 1.0 -Second. Period (Si): 0.055g Based upon the subsurface conditions encountered in the borings and in accordance with the Building Code of New York State, Section 1615, Earthquake Loads, the site class for the proposed structure is defined as E with the following site coefficients: CI -IA 16 Cornell University Rowing Center Additions Ithaca, New York # Site Coefficient Fa: ® Site Coefficient 2.5 3.5 Appropriate seismic use group and occupancy factors should be assigned in accordance with the Building Code of New York State for the seismic design of the proposed structure. 5.8 Pavement and Sidewalk Subgrades Based upon the encountered subsurface conditions, the existing fill material will be able to provide adequate subgrade support for the proposed pavement and sidewalk areas with proper subgrade preparation. A sieve analysis performed on selected samples of the fill material revealed a percent fines (material passing a No. 200 sieve) content ranging from 12 to 26 percent, which would generally classify the fill as an SM, GM, SC, or GC soil, depending upon the relative sand or gravel content and soil plasticity. Due to the fine-grained content and the prevalent climate conditions during the winter months, proper subgrade preparation should include appropriate groundwater control measures as outlined in Section 5.13 Control of Water. A CBR (California Bearing Ratio) and R value (Stabilometer) equal to 12 and 30, respectively, has been estimated for pavement design purposes on the basis of soil classification. 5.9 Hydrologic Soil Groups The surficial'soil encountered on this site is mostly a fill material comprising sand and gravel with varying silt and clayey silt content. Based upon the National Resource Conservation Service classification system to evaluate runoff potential, the fill would be classified into Group A, having a fairly low runoff potential and high infiltration rate. Due to impermeable material and high groundwater within 4 to 6 feet of the present surface, an infiltration system, if that is being considered, would not be feasible for this site. CHA 17 Cornell University Rowing Center Additions Ithaca, Yew York 5.10 Soil Corrosivity Selected samples of the surficial granular fill and underlying cohesive alluvium were tested to evaluate their corrosive potential to steel or iron piping. The results of these tests are reported in Section 4.4, Laboratory Testing of this report. Based upon the results of this laboratory testing, it is our opinion that the surficial sand and gravel fill soils have a low potential to corrode steel or iron pipe. The deeper silty clay/clayey silt alluvium has a moderate potential to corrode .steel or iron pipe, which is exacerbated by the wet to saturated condition of the soil where pipes would be buried for frost depth protection. 5.11 Site Preparation The areas within the proposed structural footprints, floor slab, foundation mat subgrades, and pavements should be stripped of vegetation, topsoil, old pavements, and any deleterious materials. After these areas have been rough graded to the desired elevations, they shall be proof rolled using a smooth drum roller with a minimum static weight of at least 10 tons. The roller should operate in its vibratory mode and complete at least 6 passes at a speed not exceeding 3 feet per second. Areas that tend to "pump" or "weave" under the passing roller should be undercut by at least 12 inches and stabilized with structural fill as described in section 5.12, Structure Backfill. If the vibratory roller tends to "bring up" moisture, the subgrade should be proof rolled with the roller operating in the static mode. Proof rolling in the foundation mat areas should occur after they have been excavated to the subgrade supporting the mechanically stabilized subgrade, backfilled, preloaded as outlined in Section 5.4, Preload Surcharge, and the surcharge has been removed. 5.12 Structure Bacliill Structural fill or material satisfying the requirements of NYSDOT Item No. 304 Type 1 or Type 2 crushed aggregate subbase shall be used for backfilling footing excavations and undercuts. CHA 18 • Cornell University Rowing Center Additions Ithaca New York Material suitable for structural fill shall consist of sound, durable, non -plastic sand and gravel, free of stumps, roots, other organics and any frozen or deleterious materials. Structural fill shall conform to the gradation as shown in the table that follows: TABLE 5 Gradation Requirements for Structural Fill Sieve Size Percent Passing by Weight 4 inch 100 No. 40 0 to 70 No. 200 0 to 10 The on-site soilsgenerally do not meet the requirements for structural fill, but may be used in landscape or non-structural areas for site grading purposes. Structural fill shall be placed in loose lifts not exceeding 8 inches in thickness and shall be compacted to at least 95 percent of the maximum laboratory dry density as determined by the modified Proctor test (ASTM D-1557). Actual lift thickness shall depend upon the type of compaction equipment used during construction. Structural fill supporting the foundation mat, floor slabs and pavements should be thoroughly compacted to provide uniform support conditions, 5.13 Control of Water It is anticipated that groundwater will be encountered during site construction; -therefore project specifications shall require that the contractor maintain groundwater at a minimum depth of 2 feet below the excavation bottom at all times to maintain stable conditions. It should be the responsibility of the contractor to maintain dry conditions so that foundation construction may be completed in the dry. This will be of particular importance during the placement of the CHA 19 Cornell University Rowing Center Additions Ithaca, Mew York mechanically stabilized aggregate subgrade supporting the foundation mat. Dewatering methods suitable for this site include the use of sumps and pumps, diversion and drainage ditches, toe drains and other similar methods. The contractor might also consider a shallow sheet pile cutoff in excavations made adjacent to existing structures to minimize potential settlement related to any groundwater drawdown that may occur as the excavation is dewatered. Pumps should be of sufficient capacity to control the groundwater, and operated in a manner which will limit the withdrawal of fines from the soil. It is recommended that pumps be installed in sumps lined with a filter fabric and crushed stone. The crushed stone should be a 50:50 mix of NYSDOT size designation No. 1 and No. 2 crushed stone. The filter fabric should be a 6 ounce per square yard or heavier, non -woven filter fabric with an apparent opening size (AOS) equal to or smaller than the U.S. Standard sieve size of 70 such as a Mlrafi 160N or equal. Surface runoff should be diverted away from excavations during construction. Based on visual descriptions and laboratory testing, the existing fill soils have a fine gain material content of 12 percent or greater. When the fines content of the subgrade soil is greater than approximately 8 percent, the performance and longevity of the facility may be imparted by frost action due to the decreased drainage capabilities of the subgrade soil, which tends to form ice lenses and heave pavements and sidewalk surfaces. When such ice lenses thaw, water can be subsequently trapped below exterior surfaces. The presence of a water table within about 4 feet of the surface can exacerbate this potential. CHA recommends that the owner implement one of three alternatives at this site. The first alternative is to remove the existing fill material beneath the proposed exterior pavements and sidewalks to frost depth and replace it with clean (fines less than 5%) structural fill. This is probably the least preferable alternative because of the relative expense involved. A second alternative is to install underdrains in the pavement and sidewalk subgrade at frost depth that outlet to a storm sewer or positively dram to daylight away from the structural areas, and backfill these underdrains with an open graded crushed stone such as a 50:50 mix of NYSDOT No. 1 and No. 2 stone. The feasibility of this option wilt depend upon the availability, location, and proper elevation CHA 20 Cornell University Rowing Center Additions Ithaca, New York of a storm sewer, permanent sump, or other outlet point to collect groundwater seepage from the underdrain system. The third alternative is to place a filter fabric such as a Mirafi 160N on the subgrade and then a 12 to 18 inch thick capillary break comprising an open graded crushed stone such as NYSDOT No.3 or No.3A aggregate. The design pavement and sidewalk subbase section would then be compacted on the capillary break aggregate. Any landscaping that is proposed to abut the exterior walls of the proposed buildings should be provided with an underdrain or open -graded aggregate to allow water to freely drain away from the walls. Removing excess water from the landscaped areas adjacent to the structure will prevent water from wicking into the interior slab at the exterior wall -slab interface. Water that wicks into the interior slab could cause adverse environmental conditions or water damage to interior elements. Landscape areas between the building perimeters and sidewalks should always have internal drainage; otherwise these areas become reservoirs of water that seep towards sidewalks, landings and parking areas. This additional water contributes to daily icing of paved surfaces. CHA 21 Cornell University Rowing Center Additions Ithaca, New York 6.0 EXCAVATIONS All excavations shall be performed in accordance with the Occupational Safety and Health Administration (OSHA) standards and applicable state and local codes. In areas where sufficient sloping of excavation cuts is not possible, the excavation should be shored, sheeted and braced. For the purposes of determining the extent of shoring and sloping requirements based on OSHA excavation standards, the surficial granular fill and soft silty clay to clayey silt soils below the fill are classified as Type C materials. One of the critical excavations required for this project will be where the mechanically stabilized aggregate subgrade mat for the new building abuts against the existing structure. The borings drilled adjacent to the existing structure encountered granular fill in a wet, very loose to medium compact condition below the bearing depth of the existing foundations, as shown on the available as -built drawings. The mechanically stabilized aggregate subbase excavation will be 2 to 3 feet below the existing foundations, exposing conditions where there could be ground loss as the soils yield into the open excavation. To minimize this risk and the potential settlement that can accompany it, the contractor should consider placing sheet piling adjacent to the existing structure and seating the piling in the cohesive material prior to excavating for the foundation mat. This would retain the loose saturated soil and also slow the rate at which groundwater can seep from beneath the existing huilding, a process that can cause settlement of loose granular soils. CHA 22 Cornell UniversityRowing Center Additions .Ithacc4 New York 7.0 OBSERVATION DURING CONSTRUCTION A qualified geotechnical engineer should carefully inspect the final excavation surface for the mechanically stabilized aggregate subgrade, sidewalks, and pavements to ascertain that the subgrade has been properly prepared. The inspection of subgrade should include probing at select Iocations,specifically, where load bearing soils may have been disturbed. The materials used as fill, including those used beneath rnat foundations, and pavement should be tested by a qualified soils laboratory to verify they meat the specified gradations and to determine their maximum dry density for compaction. In-place density tests should be performed to verify that compaction methods and equipment achieve the required densities. CHA 23 Cornell UntversityRowing Center Additions Ithaca, New York 8.0 CLOSURE The geotechnical recommendations presented in this report are based, in part, on project and subsurface information available at the time this report was prepared and in accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed or implied, is made. Some variation of subsurface conditions may occur between locations explored that may not become evident until construction. Depending 'on the nature and extent of the variations, it may be necessary to re-evaluate the recommendations presented in this report. CHA 24 Cornell University Rowing Center Additions Ithaca, New York APPENDIX A FIGURES CHA Cornell University Rowing Center Additions Ithaca, New York 1 SOURCE: USGS ITHACA (NY) QUADRANGLE, 7.5 MIN SERIES CORNELL UNIVERSITY ROWING CENTER ADDITIONS ITHACA, NEW YORK i'a4.+5 w Or9V6 690Z/PVI smvs soexAnit DWI'dlingICINE051\5711.rlgaOlti\OV3,6a6V3\ LULEA\ .UA E h 0 F{ie: K:\19157\CAD13\ACAD\FIGURES\3 MECHANICALLY STABILIZED AGGR vi Z Iw <0 iiiEtx � in 1-00 0 J� :iz W C} Z Z < cam ol 11 APPENDIX 13 BORING LOGS CHA Cordell UntversityRawing Center Additions Ithaca, New York LEGEND TO SUBSURFACE LOGS Elm par 6. Cif R DESCRIPTION AND CLASSIFICATION Pam Roles on WAR Ctiorocbrter LEW/p� Intiltti,et F . DATA ll 0 I. M co 8 9 11 12 13 Subsurface Logs present material classifications, test data, and observations from subsurface investigations at the subject site es reported by the inspecting geologist or engineer. In some eases, the classifications may be mode lensed on lobarotory test data when available. It should be noted that the investigation procedures only recover a small portion of the subsurface moteriols at the site. Therefore, actual conditions between borings and sampled intervals may differ from those presented on the Subsurface Logs. The Information presented on the logs provide a basis for an evaluation of the sUbeurfooe Conditions and may indfoote the need for additional exploration. Any evaluation of the conditions reported on the logs must be performed by Professional Engineers or Geologists, 1. SAMP. /CORE tJUMBER — Samples ore numbered for identification on containers, lobarotory reports or in text reports. 2. SAMP_ADV/LEN..CORE — Length of sampler advance or length of coring run measured in feet. 3. RECOVERY — Amount of sample octualiy recovered after withdrawing sampler or cora barrel from bore hole measured 1n feet. 4. SAMPLE_BLt1WS/6" — Unless otherwise noted, blow counts represent values abteined by driving o 2.0" (0.0.), 1-3/B" (1.0.) split spoon sampler info the subsurface strata with a 140 pound weight falling 30" as per ASPM D 1586, After on initial penetration of 6" to scat the sampler Into undisturbed material, the sampler 1s then driven an additional 2 or 3 six inch increments. 5. "W` Value ar ROD 1 — "N" VALUE — The sum of the second and Third sample blow increments is generally termed the Standard Penetration Test (SPT) 'N" value, CORE ROD — Core Rock Quality Designation, ROD, Is defined as the summed length of all *eon of core equal to or Longer then 4 inches divided by the total length of the coring run. Fresh, Irregular breaks distinguishable os being soused by drilling or recovery operations are ignored and the pieces are counted as Intact lengths. ROD values are valid only for cores obtained with NX size core barrels. 6. SAMPLE — Grophical presentotlon of sample type and advance or core run length. See Table 1. 7. DEPTH — Depth as measured from the ground surface In feet. 8. GRAPHICS — Graphical presentation of subsurface materials, See Table 4, Dual soil olasslflcatfon and rock graphics may vary and are not shown on Table 4. 9. DESCRtPTLQlf AND CLASSIFICATION — SOIL — Recovered samples are visually classified in the field by the supervising geologist ar engineer unless otherwise noted. Particle size and plasticity classification is based on field observations, and using the Unified Soil Classification System (USCS). See Table 4. USCS symbols ore presented in parentheses following the soli description. Where neceesory, dual elenbols may be used for combinations of soil types. Rclotive proportions, by weight and/or plasticity, are described in general accordance with "Suggested Methods af Tent for Identification of Soils" by D.M. Burmister, ASTM Special Publication 476. 6-1970. 605 Table 2. Soil density or consistency description is based on the penetration resistance. See Table 3. Soil moisture description 1s based on the observed wetness af the soil recovered being dry, moist, wet, or saturated. Water introduced into the boring during drieing may affect the moisture content of the materials. Other geologic terms may also be used to further describe the subeurface materials. ROCK — Rock core descriptions ore based an the inspector's observations and may be examined and described in greater detail by the project engineer or geologist. Terms used in the description of rock core are presented in Table 5, 10. DIVISION LINES — Diulslen lines between deposits are based on field observations and changes in recovered material. Solid lines depict contacts between two deposits of different geologic depositional environment of known elevation. Doshed lines represent estimated elevation of contacts between two deposits of different geologic depositional environment. Dotted lines depict transitions of deposits within the gams depositional environment, such as grain size ar density. 11. ELFVA.I1Qti — Elevation of strata changes in feet. 0 u' 12. REMARKS — Mlsaellaneous observations. I 13. WATER I FVFI 5 & WFl I DATA, — Hollow water level symbol, If present, represents level at which first o o! saturated sample or water level was encountered. Solid water level symbol, if present, depicts the most El probable static water elevation at the time of drilling or as measured In an installed observation well at a later date. Subsurface water conditions ere influenced by fosters such as precipitation, i stratigraphic composition, and drilling/coring methods. Conditions at other times rnoy differ from those described on the loge. For graphical presentation of observation/monitoring well construction, see Table 6, Elevations of ohonges In construction ore noted at the bottom of each section. 0 O a ENVI \ENV -FORMS \LL2—Eng—USCS.DWG LBS. t/24/O1 TALE 1 TYPICAL SAMPLE TYPES SPLIT SPOON (1 3/8" ID.) KR SIZE ROCK CORE SHELBY 11133E AUGER SAMPLE LEGEND TO SUBSURFACE LOGS TABLE 2 SAMPLE MATERIAL PROPORTIONS AD,ECTiVE PERCENTAGE OF SAMPLE 'and' "some" 'Utile" 'trace' 35% — 50% 20% — 35% 1O% -- 20% < 10% Standard split spoon samples may not recover parades with any alerstston .larger Due 1 3/E'. Therefore. reported gravel percentages may not reflect octad condttiand Page 2of2 TABLE 4 RSCS CLASSIFICATION, PARTICLE SIZE, as GRAPHICS TABLE 5 ROCK CLASSIFICATION TERMS MAJOR PARTICLE SZE DPASiON GRAVEL Coon:m '-3/4' Fins:3/4'—#4 mar+ booed an > 50% being gravel SAND coarse f4— 0 Classilloation bawd on > 50% being said USCG SYMSCL DESCRip110N mooed gravale, GW et" ora]+ gravel ii: spud mix. Poorly graded ted, SP ,;c `r� exnrld & grovel mix. 51 T & CLAY Claaeilication based on > 50% palming #203 elm Spend and Sial = ', silt mho. • 4 !://41:: PI SC ML CL Send and day mix. inorganic 11t, low plasms inorganic clay, low pix OL MH cH 1 • Organic eAt/dad, low ploetlatty: HARDNESS: Very Soft Soft Mod. Hard Hard Very Hard Carves Grooves with knife Scratched eaely with knife Scotched with difficulty Cannot be scratched with knife 1 high plasticity.elkelk OHhigh Inorganic clog high Orden SCES Organic elt/dayi plasticity. Pt we iiond other a hey FiLL FW Mleoeloneoue fR materials. WEATHERING: Fresh Sight or no staining of fractures, little or no discoloration, few fractures. Slightly Fractures stained, discoloration may extend into rock 1", eome sol in fractures. Moderately Significant portions of rock stained and discolored, sal in fractures, loos of strength. Highly Entire rock discolored and dull• except quartz groins, severe loss of strength. Complete Weathered to a residual sal. BEDDING: Mambo > 40' Thick — 4D' Madsen 4" — 12' Thin < 4' FRACTURE SPAC1NG: linesive/Y. Vide �! > 6' Ttnidc/ 1e /r " C Med./ .d. 8' — 24' iids/Oree S 1/t — 8' V. Thk/V. dose < 21/2" ROD: Excitant! .spy } G % Grad ISIfY — IIW6 Fat 51N — 758 Poor 25% — 50% V. Poor < 281 TABLE 6 WELL. CONSTRUCTION SOLO PVC PPE SCREED PNC PIPE STAINLESS STEEI. SCREENED IPE FINE GRAIN WA5'IiED SAND VMSED SAND BENTONITE PWG AIR MANED CEMENT NATURAL SCE/ ROCK FILL BENTONITE/ CEMENT GROUT TABLE 3. DENSITY/CONSIS'1ENCY GRANULAR SOILS COHESIVE SOILS Btows/fi. Density Sows/ft Consistency < 5 Vary Loose < 2 Very Soft 5-10 Imes 2-4 Soft 11-30 Med. Compact 5-8 Med, Stiff 31-50 Compact 8-15 Stift > 50 Very Compact 113-3D Vary Stiff > 30 Hard TABLE 4 RSCS CLASSIFICATION, PARTICLE SIZE, as GRAPHICS TABLE 5 ROCK CLASSIFICATION TERMS MAJOR PARTICLE SZE DPASiON GRAVEL Coon:m '-3/4' Fins:3/4'—#4 mar+ booed an > 50% being gravel SAND coarse f4— 0 Classilloation bawd on > 50% being said USCG SYMSCL DESCRip110N mooed gravale, GW et" ora]+ gravel ii: spud mix. Poorly graded ted, SP ,;c `r� exnrld & grovel mix. 51 T & CLAY Claaeilication based on > 50% palming #203 elm Spend and Sial = ', silt mho. • 4 !://41:: PI SC ML CL Send and day mix. inorganic 11t, low plasms inorganic clay, low pix OL MH cH 1 • Organic eAt/dad, low ploetlatty: HARDNESS: Very Soft Soft Mod. Hard Hard Very Hard Carves Grooves with knife Scratched eaely with knife Scotched with difficulty Cannot be scratched with knife 1 high plasticity.elkelk OHhigh Inorganic clog high Orden SCES Organic elt/dayi plasticity. Pt we iiond other a hey FiLL FW Mleoeloneoue fR materials. WEATHERING: Fresh Sight or no staining of fractures, little or no discoloration, few fractures. Slightly Fractures stained, discoloration may extend into rock 1", eome sol in fractures. Moderately Significant portions of rock stained and discolored, sal in fractures, loos of strength. Highly Entire rock discolored and dull• except quartz groins, severe loss of strength. Complete Weathered to a residual sal. BEDDING: Mambo > 40' Thick — 4D' Madsen 4" — 12' Thin < 4' FRACTURE SPAC1NG: linesive/Y. Vide �! > 6' Ttnidc/ 1e /r " C Med./ .d. 8' — 24' iids/Oree S 1/t — 8' V. Thk/V. dose < 21/2" ROD: Excitant! .spy } G % Grad ISIfY — IIW6 Fat 51N — 758 Poor 25% — 50% V. Poor < 281 TABLE 6 WELL. CONSTRUCTION SOLO PVC PPE SCREED PNC PIPE STAINLESS STEEI. SCREENED IPE FINE GRAIN WA5'IiED SAND VMSED SAND BENTONITE PWG AIR MANED CEMENT NATURAL SCE/ ROCK FILL BENTONITE/ CEMENT GROUT PROJECT NUMBER; 19157.1001.1502 1ol23P2008 Cornell University Rowing Center Additions SUBSURFACE LOG Hatt NUMBER B-1 Page 1 of 4 LOCATION: Ithaca, New York DRILL FLUID: Mud 0 50' DRILLING METL-IOD: 4.25" HSA clIEnrr: Cornell University WATER LEVEL OBSERVATIONS DATE TIME RING TYPE WATER DEPTH (rt) CASING E301TOME3oTTOM ( HOLE (t CONTRACTOR: Nature's Way 10-22-08 8:45 AM During DEng 4 4 6 DRILLER: S. Gingrich INSPECTOR: K. Armstrong START DATE and TIME: 10/22/2008 9:30:00 AM FENISH DATE end TIME: 10/22/2008 3:30:00 PM SURFACE ELEv, 387 50 (ft Estimated) CHECKED BY: C. Symmes SAMP./CORE NUMBER SAMP. ADV. (it) LEN. CORE CO re ks to Blows Pere" on Spilt Spoon Sampler N o m ? g a 2 ¢ 1-- m 8 6 --- 8 S a w DESCRIPTLON AND CLASSIFICATION 0 Ft" a m >L Remarks on Character of Dn'tling, Water Retum,eta, WATER LEVELS AND/OR WELL DATA 8-1 8-2 8-3 8-4 8-5 8-6 oST-1 rST-i 8-7 S B 5 2 2 2 2 2 2 2 2 2 2 2 1.3 0.5 0,4 0.4 0.7 1.4 1.7 1.7 1 1.5 1.1 15-15-21-15 21-1513 H 3 1-2-1 6-5-3-5 2-1-1-2 2-1-1-2 2-1-2-3 0-2-2-2 0-2-3-3 36 32 3 8 2 2 3 4 5 — — [-375 ____ — —20 —25 - - —5 - _ - —15 - - :++..+r ++`•++' .%.•:+i ••4+ '':+:+: +++:�+ s++:a+ :44. ..i..* .4+.* •*+*+* ++.*i 4:W 4loose 4,0,4. ::.*:$ •*•+++, {40:1: +*++++ E.O. GRAVEL., little two. Sind, brown, _ —395 - _ —380 - - --370 - —385 —380 Sample 8•2: pH = 8.3, Chlorides =180 ppm, sulfate 1360 ppm Mourndwater obsewatio) during ns rtmaia� not represent static groundwatercondlions, Sample 8-6: water content = 46% le -1: mnmntt 34 , water density = 66.8 per, Sp.Gray. = 262, p,,'' 268 tar, C, = 0,28, C, = 0.06, e...083 compact, moist (FILL) • trn.c. SAND. Esttie l c. gravel, #race silt, • b�gmy, Compact, moist (FILL) lm.c-SAND. little l gravel, trace clayey silt, trace c. gravel, trace coal, graylb1ack, very wet f m,c. SAND, little Lc. gravel, face clayey sat, gray. , wet (FILL) f.mc. SAPID. Nile clayey sill, /Nle coal, trace f c, gravel, graylblack, very loose, Wet (FILL) 4 Silty CLAY, trace f. sand, trace organics, gray/brown, very soft, v at (CL) Spiv CLAY, trace wood, trace organics, gray/brown, soft, wet (CL) SEI* CLAY, trace organics, gray, soft, wet (CL) Clavev SILT, trace f. sand, trace organics, gray, soft,w+at (ML) ti• :0 .. ; ,. f"- :;..e.: r; f, SANS), Me clayey silt, trace organics, trace shells, ay/white/Week, loose, met (SMI) gr C PROJECT NUMBER: 19157.1001.1502 10123/2008 Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-1Ne 2 of 4 m Dr/ n. z ge $ � z p a a W m Gi 1 tg °= "N" Value or RQD% SAMPLE DEPTH (Feet) 2 a 2 ELEVATION o (Feet) Remarks an aracter of Drilling, Water Return, eta. WATER LEVELS ANDiOR WELL DATA S-10 -2 2 2 21I(CL) a 0-0-1-2 Silty CLAY trace SimilarS. Il f sand, gray, very soft, wet (CL) Sample 9-10: water carrtenk= 389'-11 Slaty CLAY, trace f. sand, trace organics, trace -.355 ands, gray/whrEeibrrnnm, 2 2 1-1-123U 2 soft wet (GL) —35 —350 SimllarSofl (CL) -12 2 1.7 0-1-1-2 2 1140 - —345 - 13 2 1.7 0-1-2-2 3 - Similar Soil (CL) Samplewater content 62% 45 - —340 • -14 2 2 0-0-0-0 n - Silty CLAY, trace organics, gray/brown, very soft," et {CL) 50 No Recovery T-3 2 t€ - Slaty CLAY, trace organics, grayibrown, wet • T-4 2 pi.) —335 -15� 2 2 0-2-2-2 4 --55 Silty CLAY, trace organics, trace wood, wet (CL) gray/brown, soft, _ A —330 -15 2 1.5 0-1-5-4 6 160 Cfavev SILT, trace f. sand, gray, medium stiff, wet (ML) - Sample 9-16: crater content = 28% .xA PROJECT NUMBER: 19157.1001.1502 10123/20013 Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-1 a a of a w • • m g z SANIP. ADV. (ft) LEN. CORE (10 1 RECOVERY R91 Mows Per 6" an Spilt Spoon Sampler t o a6 z a - o SAMPLE DEPTH (Feet) 1) r9• DESCRIPTANDIONCharacter N CLASSIFICATION ELEVATION (Feet) Remarks en at Water Return, etc, WATER LEVELS AND/OR WELL DATA —325 becomes Sat (ML) - '- •17 2 1.3 0-1-3-2 4 - 4 65 —320 Clow SILT, Rifle f. sand, gray, stiff, wet (ML) Sample S-18: water content = 23% -18 2 1.2 2-6 9-5 15 70 - —315 Similar Soil (ML) 19 2 1.2 3.7-5-10 12 - '75 - —310 Similar Soil (ML) 0 2 1.6 0.5.8-10 13 - - 80 L305 Clayey SILT, trace f. sand, trace organics, 21 2 1.4 34-10 7 gray/black, medilen stiff, wet (ML) 85 - Driller nates Increased o= t'C - rfeet Intarate preamt 85.5 change In strata 'O —300 QaO" Lc. GRAVEL, little f.m.c. sand, trace clayey slit, 22 2 1.2 12-26.37-32 62 - o O[ gray, very compact, wet (GP) 90 10 pas C - ,.`�^'.._ —295 ad aDrilleruger resistaratesncedecreet 92 Clayey SILT, little E. sand, gray, stiff, wet (ML) feet Interpreted as change In strata. -23 2 1,3 6-9-5-2 14 - 95 I OJECTNUMBER: 19157.1001.1502 s.. 10129%2008 Cornett University Rowing Center Additions SUBSURFACE LOG ROLE NUMBER B-1 Page 4 of 4 SAMPJCORE NUMBER SAM P. ADV. (R) LEN. CORE (ft) RECOVERY (ft] 61awsPerB" on Split Spoon Sampler "N" Value or RQD% SAMPLE -� �' a 4c DEESCR1PTION AND CLASSIFICATION z ¢ 6 V ILI Remarks on Chagcter of Drifting, Water Return, eta. WATER R ELLDA WELL DATA —290 Silty CLAY, trace f. sand, way, efff, wet (CL) 2 1.1 6-7-5.5 12 _ 100 A at 7$orf feet terminaterl in sour below grod surface. End of Boring at 1001t —285 105 —280 110 —275 115 —270 120 —265 125 —250 1 PROJECT NUMBER: 19157.1001.1502 10/212008 Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-2 Rage 1 of 1 LOCATJON: Ithaca, New York DRILL FLl3ID: None DRILLING METHOD: 4.25" HSA CLIENT: Cornell University WATER LEVEL OSSERVATICNS DATE TIME ADWATER REYPE DEPTH CASING BpTTflM HOLE SOTTO CONTRACTOR: NaiUfe`6 Way 10-15-08 10-1608 10.20-0810:15 903-08 103 NA 1:55 PM AM 9:30 AM During Aril@ng 24 Hours Stago l 4 52 5.3 5,7 4 None None None 6 18 18 18 • DRILLER: S. Gingrich 1 INSPECTOR: K. Armstron g START DATE and TIME: 10/15/2008 12:45:00 PM FINISH DATE and TIME: 10/15/2008 2:00:0D PM SURFACE ELEV: 387 50 (ft Estimated) CHECKED BY: G. Symmes SAMP./CORE NUMBER SAMP. ADV. (ft) LEN. CORE MI N Og E '3m m 3 Al "N" Value , or ROD% w m c -w '✓ 8 DESCRIPfIONANDCIASSIFICATION 6� d Remarks on Character of Drilling, Water Return, et. WATER LEVELS AND/OR WELL DATA S-1 S 2 S-4 S-0 S-6 8-7 1.5 2 2 2 2 2 2 1 0.2 0.8 1.3 1.6 1.8 1.7 17-i0 26 12-21 21-24 7-5-65 1-1-2-3 1-2-3-5 1-1-2-3 1-1-2-3 36 42 11 3 5 3 ,._ - —10 --15- —20 _ - - -5 - - - - -25 - ASPHALT Auger throh 0.5 feet of Sampling Samples -1:'1245 p ing #200 sieve Pieoeorooersegravel lodged In shoe or sample 2 Inch diem. slotted pipe and riser Installed ; y�+ti r.s,� `.. ;2 a: : : r ;..' III viii. �• r. 41 .r 11 .-'. :..;.' imoi, - ..F -•;b : ��t ',:`�y ',LT, !s a, ,*+medium F `, 's.Ms� j. .i +.:*# ,�.*.� f.c.haltanddbegln GRAVEL, Some fm.c. Sand Me silt -385 -380 - -375 -370 -365 -360 « bloiwn/gray, compact, m ofst (FILL) •+O.•. 4+++:*:� Similar Soil (FILL) *+++.4++ +�***+� +a+ •.4» *,+*•. f.n�.c. SAM Some f c. Gravel, hate eat, gray, compact,wt (F111)S3 ••+i .4.4+� S itti CLAY, trace f. sand, trace wood, trace organics, gray/blaoM rown, sot, wet (CL) saw CLAY, trace f. sand, trace organics' gray, medium stiff, we (CL) becomes soti (CL) Similar Soil (CL) Boring terminated in sol l at 20 feet below ground surface. 4 End of Boring at 20 ft y PROJECT NUMBER: 19157.1001.1502 i0f23/2006 Cornell University Row>irtg Center Additions SUBSURFACE LOG HOLE NUMBER B-3 Page 1 of 1 LOCATION: Ithaca, New York DRIU_ FLUID; None DRILLING METHOD: 2.25' HSA CLIENT: Cornell Untver&fyREADING LEVEL OBSERVATIONS lT ONS DATE TIME TYPE; WATER DEPTH 1» CASING BOTTOM (di HOLE BOTTO (ft) CONTRACTOR: Nature's Way 10-14.08 10-15.06 4:45 PM 7:30 AM During Drilling 24 Hours 6 7.5 6 18 8 20 DRILLER: S. Gingrich INSPECTOR: KArmstrong START DATE end TIME: 1011412008 4:30:00 PM FINISH DATE and TIME: 10114000$ 5:30:00 PM SURFACE ELEV: 387.50 (ft; Estimated) CHECKED BY: C. Sfmmes 7SAMPJ ORE NUMBER SAMP. ADV. (it) LEN. GORE (ii) r ix lg "Sam Blows Per 6" on Split Spoon r ? 0 Z o SAMPLE 1 x ^ % I O ` a DESCRIPTION AND CLASSIFICATION z ¢ u Remarks on Character of Drilling, Water Return, etc. WATER LEVELS ANDIOR WELL DATA 5.1 S-2 8-3 S-4 S-5 8-6 5-7 2 2 2 2 2 2 2 0.9 842-15-13 1 11 12^12-12 1.2 4-7-6.4 0.3 7-3-115 1.5 z-2-2.4 1.8 2-5-24 1.6 1-1-3a 27 24 13 20 4 6 4 1:20 - —5 - 10 - 15 —25 ; tiSi +,+; , ,. C J PROJECTNUMBER: 19157.1001.1502 1orz3r2Dos Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-4 Page 1 of 1 LOCATION: Ithaca, New York DRILLFLtJID: None DRLLLINGMETI-00: 2.25' HSA CLIENT: Cornell !University WATER LEVEL OBSERVATIONS DATE TIME READING TYPE WATER DEPTH (r) CASING BOTT0 (11) HOLE 90110 (ct CONTRACTOR: Natures Way 10415.08 8:15 AM During Drilling 6.5 6 8 DRILLER: S. Gingrich INSPECTOR: K Amtsirang START DATE and TIME: 10/15t2008 8:00:00 AM FINISH DATE and TIME: 10115/2008 8:35:00 AM SURFACE A 387 30 (ft Estimated) CHECKED EY: C. Symmes SAA! PICORE NUMBER TAMP. ADV. (ft) LEN. GORE (R) RECOVERY (IU_,_ 1Mowss r on PaSpoon Sampler "N" Value or RQD% SAMPLE 8 �' rl CC DESCRIPTION AND CLASSIFICATION = a w Remarks on Char of DrI LInm Water Return, etc. WATER LEVELS AND/OR WEI.L DATACC 8-1 S-2 S-3 8-4 8-5 84 2 2 2 2 2 2 0.8 1 1.1 0.7 1.8 2 3-4-89 10-10-7-7 47-7-9 7-42-2 1-2-1-2 1-2-3-2 12 17 14 6 3 5 _ .___. —10 —15 - - —5 - - - -_ - —20 - —25 .*.+.;. '.'+*;a, ,,, ... 4.*+; .44t: +*+�.;. .+.0* `+„+; i4i+ G 't4. fi m.0- SAND, Some Silt, trace f.c. gravel, - —385 - - _380 - - —375 - - - —370 —365 —360 Sample S-1.26% passing #200 Slave Grounclwaier observations made durrep nges ntlstag mo not represent sialic grOUndwaterCOndlti0n5. Boring terminated In soil at 15 feet below ground surface. brown, medium compact, motet (FILL) Similar soli (FILL) f.m.e. SAND. Ilttie clayey silt, tittle f.c. gravel, brown, medium compeot, moist (FILL) . becomes loose (FILL) � % ' Silty CLAY, trace f, sand, trace organics, bray, medium slit, wet (CL) Silty CLAY, trace organics, gray, soil, wet (CL) becomes medium diff (CL) End of Boring at 15 It M1 C+tA- PIOJECTNUMBER: 19157.1001.1502 1or23r2oos Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-5 Paye 1 of 1 LOCATION: Ithaca, New York DRILL FLUID: None DRILLING METHOD: 2.25' HSA CWENT: Cornell University CONTRACTOR: Nature% Way DRILLER: S. Gingrich START DATE and TIME; 10/15/2008 8:45:00 AM INSPECTOR: K Armstrong FINISH DATE andTIME: 10/15/2008 9:45:00 AM . SURFACE _LEv: 387 80 Sit; Estimated) CHECKED Y. C. Symmers t0I L • Blows Par 5" on Split Spoon Sampler F`o Lu 2y — 8 0 DATE TIME READING TYPE WATER DEPTH (ft) CASING BOTTOM (ft) HOLE BOTTOM (ft) 10-15-08 WATER LEVEL CRVATIONS 9:00 AM During Drilirrg 6 6 8 DESCRIPTION AND CLASSIFICATION Remarks on Character of Drilling, Water Return, eto WATER LEVELS AND/OR WELL DATA S-1 8-2 2 2 2 2 2 2 1 1.2 1,1 0.9 1.5 1.7 2-2-3.4 5-6-5-10 10-4-3-2 3-2-2.3 2-1-2-3 5 14 11 7 4 3 _3 —10 15 —20 —25 1.m.c. SAND, Ilf2te slit, Rifle f.c. gravel, brown, loose, moist (FILL) becomes medium compact (FILL) Similar Soil (FILL) f,m.c. SAND, Some f.c. Gravel, trace clayey sit, brown, medium compact, moist (FILL) becomes wet (FILL) V4 MIN CLAY, trace L sand, trace organics, gray, medium stiff, we (01...) SI[ Some Sarxi, trace organics, gray, S SimllarSoil (CL) — 385 – 380 – 375 End of Boring at 1 S ft —370 — 365 --360 Groundwater obsenrations made during drilling may not represent static groundwater conditions, Sample S-5: pH = 6.5, corides = 610 ppm, Sulfates = 5300 pin 66% pessirg #200 Sieve Bering terminated In soil at 15 feet below ground surface. 2 • PROJECT NUMBER: 19157.1001.1502 10/23)2008 Cornell University Rowing Center Additions , SUBSURFACE LOG HOLE NUMBER &l Page 1 of 4 LOCATION: Ithaca, New York • MILL FLUID: Mud @ 70' DRIWMG METHOD: 4.25" HSA/4" NC CLIENT: Comell Universityc WATER LEVEL OBSERVATIONS DATE TIME REAADI TYPE WATER DEPTH (ft) CASING BOTTOM (ft) HOLE BOTTOM (ft) CONTRACTOR: NEture's Way 10-15-08 3:45 PM During Drilling 4 4 6 DRILLER: S. Gingrich INSPECTOR: K. Armstrong &TART DATE and TIME: 10/15/2008 3:30:00 PM FINISH DATE and TIME: 10/16/2008 7:30:00 AM SURFACE BEV: 386 25 (11 Esiirnated) CHECKED BY: C. Symmes w a a z m SAMP_ APV, (ii) LEN. CORE (1I) , ?. .. ROWa Par 6„ on 3p>ii Spoon Sampler 16p m CT (C `a SAMPLE __ v 8 DESCRIPTION AND CLASSIFICATION ELEVATION I (Fee!) Remarks on Characterar Drilling, Water Return, eto. WATER LEVELS ANi71CR WELL DATA S-1 8-2 S3 `S-4 8-5) ST-1 • S-6 S-7 S-8 2 2 2 2 2 2 2 2 2 1 0.4 0,5 1,6 2 L9 2 1.7 1.8 10-23-42-47 8-7-6-4 42-2-4 1-2-2-2 2-1-1-2 2-1-1-2 0-1-2-1 0-1-1-1 65 13 4 4 2 2 3 2 5 10 5 20 25 41):4% f m.c. SAND. Some fc. Gravel, trace clayey - —385 - - _ —380 - —375 - - —370 - —365 - -360 - Mese of coarse el lodged in ahoe o sample 5-2. Groundwater na made during d�lirg may not repfeaer# static Sample S-3:r Ater , content Sample ST-1: Ary Dans pof, Wet Dans' 10106 paf Sample 6-6: water content= 93% Sample 5.9: water content = 42% ;V:*silt, brown/gray, very compact, moist (Pim) 4.: 4.4 44+4 becomes medium compact (FILL) 41;•:40: ;•;++� Silty CLAY, trace organlce, brow/gray, soft, wet (a) Sail (CL) /Similar /// Y, trace f. sand, trace organics, gray, ' jltV it, wet Similar Sall {CR) Silty CLAY, trace f. sand, #race wood, trace organics, gray/brown,solt, wet(CL) Silty CLAY, little f. sand, trace organics, graysoil wet (CL) / Skrtiiar Sol( (CL) � Silty CLAY, lith f. sand, trace organxs, trace shells, grayhvhite, very soft, wet (CL) PROJECT NUMBER: 19157.1001.1502 10/23/2008 Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-7 2o€4 Q�Q q2 Blows Per 5' on Spilt Spoon Sar1p1er DESCRIPTION AND CLASSIFICATION z Og Remark on Character of Drilling, Water Return, etc. WATER LEVELS AND/OR WELL DATA ST -2 S-12 -15 2 2 2 2 2 2 2 2 2 2 2 1.8 0 2 2 1.8 1.9 2 2 0 2 u -o-1-1 0-1-2-3 1-1-1-2 0-0-1-1 0-0-0-1 0-1-24 0-0-2 3 1 3 2 1 0 3 2 1 11 30 35 40 45 50 55 60 No Recovery Silty CLAY, tram f. sand, trace organics, lace shells, gray/White/brown, soft, wet (CL) Siin iiar Soil (CL) Similar Soil (CL) becomes very soft (CL) —355 —350 '-345 —340 Similar Soli (CL) Similar Soil (CL) , little organics, trace shells, —335 gray i!edhrown, soft, wet (CL) No Recovery —330 Silty CLAY, trace wood, gray/black/brown, sort, - wet (OL —325 Semple 8-13: water content = 56% Switch to 4 Inch RIO at 60feet PROJECT NUMBER: 19157.1001.1502 10/23/2006 Cornell University Rowing Center Additions SUBSURFACE LOG ` HOLE NUMBER B-7 Page 3 of 4 Q M a go z co SAMP. ADV. (Pt)1 LEN, CORE (ft) RECOVERY (it) Brows Per 5, on Stdd Spoon 5ampier i €] > 0 `o y —. � � u- +- x i7 a DESCRIPTION AND CLASSIFICATION ELEVATION (Fejt) Remarks on Character of Drilling, Water Retum, eto. WATER LEVELS AND/OR WEILL DATA trace wood, grayibrown, medium S-16 2 2 0-1-4-4 5 - St ft� _ 65 _ - —320 Clayey SILT, trace f. sand, gray, very diff wet - Sample 8-17: water contend = 32% +-17 2 0.5 5-9-7-5 16 - _ 70 _ - —315 Sib CLAY, trace organics, gray/black very 18 2 2 1-1-1-1 2, wet ( 75' _ /A —310 f. Sk___ 615e clayey, sift, trace organics, - Sample S-ontains 19 c.. +-19 2 1.2 14-16-24-27 4o 9 Inc (S _ fine sand lamas, 80 _ - —305 Ctavev SILT, trace f. sand, (race wood, trace - 20 2 1 1-1-2-2 3 ° � 9raYfbtown, eaft, wet (FVL' ) 85 i i Driller notes Increased - to - .O a d' (' —300 - driving reeistsnce In RIC a/UM feet e 6° o b` 1.0. (RAVEL, title f.m.c. sand, trace clayey slit, - S-21 2 0.8 1419.22-14 41 O ° Do gray, compact, wet (GP) _ 90 o _ F Cy' —295 . '•:fir:. .':ji.. f. SAND, trace m. sand, gray, medium - - 22 2 1.4 14-14.11-8 25 - • : + :' `• compact, vat (SP) _ 95j •r - ,PROJECT NUMBER: 19157.1001.1502 it QZ rn gg ail ran to g Blows Per 6" on Split Spoon Sampler o }Q co Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-7 1012312046 page 4 of 4 DESCRIPTION AND CLASSIFICATION pg. Remarks on Character of Drilling, Water Return, etc. WATER LEVELS AND/OR WELL DATA S-23 6-24 6-25 S-26 2 2 2 2 0.6 1.7 2 1.4 D-1-3.3 0-24-8 0-4-7-7 12-13-16-20 4 5 11 29 1 100 //: Clayey SILT, trace is sand, tarry, medium a1, 105 wet (ML) —290 SIIty CLAY, gray, soil, wet (GL) —285 Sint► CLAY, gray, medllmn stiff, wat (OL) 110 —280 becomes stiff (ML) — 115 ; `.ti LS 4:: y,�r' '' :% f. SAND, fiitle c ayey sit gray, rnedl an :%......,.... ;� aorrtpact, wet (SNI) 120 • ' — 125 End of Boring at 120 ft —275 — 270 — 285 — 260 Boring terminated In aoll at 120 feet below ground s:zface. C+1A...,,,,,,, PROJECT NUMBER: 19157.1001.1502 10x23/2008 Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-8 i :!e 1 of 1 LOCATION: Ithaca, New York DRILL FLUID: None DRIU-ING METHOD: 2.25' HSA CLIENT: Cornell UniversityREADING QATE TIME TYPE WATER DEPTH IfI) CASING BOTTOM (n) HOLE BOTTOM (ft) CONTRACTOR: Nature's Way WATER LEVEL 10-14-08 4:00 PM During clang 8 6 8 DRILLER: S. Gingrich INSPECTOR: K /UTI1Strong START DATE and TIME: 1 0/1 412008 3:40:00 PM OBSERVATIONS FINISH DATE and TIME: 10/14/2008 4:20:00 PM SURFACE ELEV: 384 50 (f1 Estimated) CHECKED BY: C. Symmes El: g ei i co SAMP. ADV. (ff) LEN. CORE ( re -g,' a Blowsre Per onSpiltSpoon Sampler x › Q o ti SAMPLE m u GRAPHICS a z n z z w ¢ u Remake. on Ching, r of Drilling, Water Return, eta. WATER LEVELS ANDIOR WELL DATA 5-1 5-2 5-3 5-4 8-5 5-7 2 2 2 2 2 2 2 0.4 0.5 1.4 1.7 2 2 1.8 4.4-5-4 2 2-2-1' 2-1-2-2 1-1-1-2 1-1-1-2 0.1.2.2 0-1-1-1 9 4 3 2 2 3 2 — — — —10 - - —5 - 15 20 --25 •.-v., (TOPSOIL) r. ' . —a$0 _ —375 _ - —365 - _380 Sample &�: pH = 8.8, Chlorides MODppm observations Interpreted based moisture s iiaent. ll sample soils below 4 feet are fine grained and produce water slowly; therefore, groundwater observation may not esentstatic coS$ Boring terminated In soil et 20 feet below ground s.rface, 4.4„M.+; SAND, little clayey dpi, trace m.o. sand, dark ,f •.04 brawn, loose, moist (FILL) .+M •+•••:•:4i f. SAND, Some Clayey Silt, trace m.o. sand, +;W •4,.....,• mod, dark 6ruWrWiacic very loose, moist ; 4,:+4, Silty CLAY, trace f. sand, ts>ace organics, / 9ray)blacic,soR,rtroistWet(CL S-lty CLAY, trace organics, gray/biaok, soft, wetGroundwater (CL) Sint Her Soil (CL)_ Soil (CL) ASimilar .,+ • . brown/gray, wet r---370 Silty CLAY, Ma f. sand, trace wood, gray/brown, soft, wet (CL) Similar Snit (CL)- End of Boring at 20 ft PROJECT NUMBER: 19157.1001.1502 1or23120g Correll University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-9 Pie 1 of 1 LOCATION: Ithaca, New York ORIEL FLUID: None DRiLLING METHOD: 2.25" HSA CLIENT: T: Comell Unlversfty DATE TIME REEAADI WATER DEPTH CASING BOTTOM HOLE BOTTOM CONTRACTOR: Nature's Way (ft) 01) (ft) DRILLER: S. Gingrich INSPECTOR: K. Armstrong WATER LEVEL 10-15-08 2:30.PM Dieing Drilling4 4 6 START DATE and TIME: 10/15/2008 2:15:00 PM OBSERVATIONS FINISH DATE and TIME: 10(15/2008 3:00:00 PM SURFACE ELEV: 385 80 (ft Estimated) CHECKED BY: G. Symmes tu u) EG v in a. w w p D cc Blows Per Er' onSempler n w g a y ,� �, � DESCRIPTION AND CLASSIFICATION 8 I'-" >2 Remarks an Character of }�etum eateWater WATER LEVELS ANDIELL OR ATA ;_. a, ,; _ . _ Auger fhroLgh 0.5feet of F�*+ m.c. SAND. And Lc. Gravel, trace silt, —3$5 asphalt and begin sampling. 8-1 1.5 1 14-19-17 36 4::::: :31:: brown/!;ray, compact, moist (FILL) tome, SAND, little f.c. gravel, trace silt, brown, S-�2 2 1.3 12-10-13-6 16 - p�++ .• ••*•+ *;•;*; medium compact moist (FILL) 1n.c. SAND, Nile Le. gravel, trace silt, brown, - Graundvrater S-3 2 0.3 T-6-3-6 9 —5 *****• ;*;•w* *•,• p4. .�,� .±,±•` vet (FILL) becomes very loose (FILE.) — _ —380 obeervaftora made during drilling may not represent static groundwatrcandiliona. 2 8-1-2-3 3 / Silty CLAY, trace f. sand, trace organics, S-4 2 - — 65 grayldrown, sett, wet (CL) Silty CLAY, trace organics, gray, soft, wet (04 ) 5 2 2 1-2-24 4 _„-10 - _ Similar Soil (CL) —375 6-6 2 2 2-2-2-3 A - - —20 —25 • of Boring at 15 it —370 - -385 - -3130 Badrg terminated in sail at 15 feet below ground surface. C PROJECT NUMBER: 14157.1001.1502 10123/2008 , Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER 8-10 Page 1 of 1 - LOCATION: itilanS, New York DRILL FLUID: None , DRILLING METHOD: 2.25' HSA CLIENT: Cornell UniversityyREADING WATER LEVEL OBSERVATIONS DATE TIME TYPE WATER DEPTH 1ft) CAS/NG BOTTOMS°r (ft) HOLE IOM (it) CONTRACTOR: Natures Way 10-15-0511:30 AM During Dril§ng 4 4 6 DRILLER: S. Gingrich INSPECTOR: K Armstrong START DATE and TIME: 10(1512008 11:15:00 AM FINISH DATE and TIME: 10115/2008 12:00:00 PM SURFACE E.EV: 386 30 ifl Estimated) CHECKED BY: 0. Symmes SAMMORE NUMBER SAMP. ADV. (ft) LEN. CORE (ft I RECOVERY (ft) Bows Per It" on SpaSpoon Sampler IT Value or ROD% SAMPLE p V 8 DESCRIPTION AND CLASSIFICATION § O z ORema < a .bLI tw on Character of Drilling, Water Return, eta, WATER LEVELS AND/OR WELL DATA 5-1 8-2 S-3 S-4 Sz S$ S-7 2 2 2 2 2 2 2 1.4 0.2 0.4 1.7 2 2 1.6 41-10-12-15 21-20-5-4 2-4-4-5 2-2-34 1-2-2-2 01-2-2 1-1-1-1 31 25 8 5 $ 2 5 1 15 213 —25 " ;:,;.,: to. GRAVEL Some f m.c. Sand, trace clayey - —385 - - - —380 " - - —375 - " — 370 - - —365 —380 Groundwater observations rade during drilling may not r8 cert static groundwater conditions. Baring terminated In soil et 20 Teet below ground surface. • ,•,•,+,', sift, brown/gray, compact, moist (FILL) VVI1.+` +,+;+; f.m,9SAN17, little c ayey alt, ILIA f c. gravel, +:':+;+, brown, rned!Isrl compact, moist (FILL) +++* V.V.+i ;.+.+s+ }ter GRAVEL tree silt, trace !mt.sand, .+.+.•: btowrt Inose wet (FIl1) .,0.#.; �r+i++� �•+•+•+' sour CLAM, trace t sand, tract} wood, trace organics, gray/black, medium stiff, wet (CL) becomes soR (OW Silty CLAY, trace f. sand, trace organics, pay, (CL) Silty GEAY, Wile f. sand, trace organics, trace snelle, gray/while/black, soft, wet (CL) End of Boring at 15 ft GCorneI! a r PROJECT NUMBER: 19157.1001.1502 10t23/2005 University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-11 e 1 of 4. LOCATION: Ithaca, New York DRILLPLUID: Mud @ 70' DRILLING MMOD: 4.25' HSA CLIENT: COmell UrllV DATE TIME R. ADING -ADEPTH TYPE WATER (ft) CASING BOTTOMBOTTO (ft) HOLE . ft) CONTRACTOR: Nature's Way WATER LEVEL 08SERVATtCNS 14-16 8 10 2008 8:3OAM 9:30 AM During Drilling 24 Hours 4 4.9 4 68 6 70 DRILLER: S. Gingrich SECTOR: K AtTtron $TART DATE and TIME: 10116x2005 5:00:00 AM FINISH DATE and TIME: 10/20'2008 11:30:00 AM S.JRFACE ELEV: 38830 (ft Estimated) CHECKED BY: C. Symmes w d m ¢ y co SNAP. ADV. (R) LEN. CORE (ft) RECOVERY 04 Blows Per e' on Spilt Spoon sampler 6 C1 ] a !r s -� 2 g In m e� 0 " GRAPHICS DESCRIPTION AND CLASSIFICATION ELEVATION 1 (Feet) Remarks on character a Drilling, Water Return, etc. WATER LEVELS ANDIOR WELL DATA 8-1 8-2 183 S-4 S5 ST -1 S-6 3-7 ST -2 S-8 2 2 2 2 2 2 2 2 2 2 0.9 0.4 0.3 1.2 1.6 2 1.8 1.3 0 1 2217-17 7.3.6.7 • 5-5.5-5 41-2-2 2-3-3-3 2-2-3-3 0-1-1-1 0-0-14 34 9 10 3 6 5 2 1 _... r —5 - 10 - - —15 W -20 r 25 _ . IMEIgita - —385 - —3130 _ - - —375 .. _ - —370 - —365 - 38V . Auger through 0.5 feet or asphalt and beginsampling. Groundwater observations made during drilling may not represent etatio groundwater conditions. mire X96 et ST -1: S„ = 839.5 psf. water content= 3395, dry density = 11 density =118. pct, e,_ o,g 2 S 'A:* 4 :4: # «`� **y X VV.": :4+++. +**O* ::+" 4.,... . • • •: :,... � +* *++* * * elm D, Little f a. gravel, trace silt, brown, compact, mast (FELL) becomes loose (FILL) trite. SAND, little f.c. gravel, trace clayey silt, grey, loose, wet (FILL) �* %/�/ r 4 yf Silky CLAY, trace f. sand, trace organics, gray, � whet (CL} Silty CLAY, trace L sand, gray, medium stiff, ' (CL) Silty CLAY, trace organics, gray, medium stiff, wet (CL) beoornes soft (CL) No Recovery • I ; f. SAND. Some clayey Silt, trace organics, trace sites, grayibrown/vhsite, very loose, wet (SM) 1 PROJECT NUMBER: 19157.1001.1502 10aar10o5 Corrtelt University Rowing Center Additions SUBSURFACE LOG • HOLE NUMBER B-11 Page 2 of 4 SAMP./CORE 1 NUMBER i SAMP. ADV. (ft) LEN. CORE (tt) p1~ ui w Rows Per B, on Split Spoon Sampler ? * > t3 f3 2 �i n y _ DESCRIPTION AND CLASSIFICATION 3 a y » a `" , Remarks on Ghan;ater of Drilling, Water Retum, etc. , WATER LEVELS AND/OR WELL DATA %J/ Silty CLAY, little t sand, trace organics, trace SampleS water S-9 2 1.5 t 2-1 2 - stills, gr y/ elbrown, soli, wet (CL.) 30 Similar Soil « L) sample ST -3: water content = 47.3%, dry �T 2 1.8 density = 721 pot —355 Sp.Grav = 262, IV = 2.05 tat C,=0.41, Cr= -1Q 2 2 1-2-3-3 5 - Silty CLAY, Some f. Sand, trace organ=s, wet (GL) - 0,05, 00=1.27 medium stuff, --35 _ —350 -11 2 2 0-1-1-2 g 11_40 §flty CLAY, trace f. send, trate organics, gray, soft, wet (CL) —345 12 2 1.7 0-0-0-3 0L45 Silty CLAY, Mlle organics, trace shafts, , very suit, wet (cls - Sample 9-12: water content= 6046 6 Y —340 13 2 1.8 0-0-2-2 2 Sib CLAY, trace organics, trace shells, soft, wet (CL.) 9myibrown/w4Ite, 50 Similar Soil (CL) T-+4 2 2 Y —335 Ctaev SILT, trace argentin, gray, very eon, wet Sample 3-14: Liquid S -1d 2 2 0-0-0-2 Q (M,) Limit= 24, Ptah Limit= 21, Plasticity index =3 —55 - —330 15 2 1.3 0-3.4 4 7L60 Silty CLAY, trace f. sand, trace organics,- wet (CL) serve 5-15: water contern-2T46 medium cif, `•T')':: —325 3 Cl PROJECT NUMBER: 19157.1001.1502 10/23/2008 Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-11 page 3 of 4 n6 y q z o) SAMP: ADV. (Et)'. LEN. CORE fib RECOVERY 1 r�� Blows Per 6" on Splft Spoon Sampler 5 * 7 o x.. i o✓ e7 C7 DESCRIPTION AND CLASSIFICATION 9 d >e- W `- !II Remade on Character of Drilling, Water Return, etc WATER LEVELS ANDfOR WELL DATA 8-19 2 1.2 3-4-9.5 8 • �^ �+{: ;: SANG �Y BLit, We); loose, wet (SM) - e5 .`.. ,r,; ,i —320 : `$f• 'r:.,,,,i. becomes compactMK 2 1.2 1-20-23-14 43 - 70 . '' �— 315 Clayey 5ILT, trace f. sand, gray, stiff, wet (ML) .- 16 2 1.1 0-3-11-10 14 - 75 —310 Clam SILT, gray, stiff. wet (ML) --19 2 1.1 0-3-7-4 10 - 80 —305 / 2 1.2 0-6-3-28stiff, Sitar CLAY, pace shells, gray/whits, meth=20 - wet (CL) 85 tI� —300 Driller notes increased o 60t auger resistance at 85.5 ti 21 2 0.8 1-12-15.15 27 a Onn��C t3 b to Ittle f.m.o. sand, trace otayeyr sig, gref.sAy meditml corrrrad, wet (G ) - feet, Interpreted as change In strata. 90� br f. SAND, Lttie cl:yeysilt, gray, medium —295 -22 2 0.9 1-11-10-96 21 a: t, compact, wet (SR CI`' PROJECT NUMBER: 19157.1001.1502 1D/23/2006 Cornell University Rowing Center Additions SUBSURFACE LOG HOLE NUMBER B-11 Page 4 of 4 SAMP.lGORE NUM BER g a 0 to IRECOVERY Blows Per 6" � on Split Spoon Sampler m n > (3 z `a w -s i_ 0-g' O DESCRIPTION AND CLASSIFICATION ¢ to Remarks on Drilling Water Retum, etc. WATER LEVELS AND/OR WELL DATA .4:i.''. moi' i '. Similar Soil —290 ,.`, (Sflll)• 23 2 1.3 33-19-20 28I 100 :.ftie ' �:�'' - End of Boring at 100 it Balm terminated in soli - at 10() feet below ground - surface. -285 -105 -280 -110 - -275 -115 ` -270 -120 - -265 -125 - -260 • PROJECT NUMBER: 19157.1001,1502 10123(2008 Cornell Univereity Rowing Center Additions SUBSURFACE LOG HOLE NUMBER &12 Page 1 of 1 LOCATION: 11!;608, NBW York DRILL FLUID: None - •DRILLING METHOD: 2.25' HSA cuissT: Cornell UniversayREADING WATER LEVEL ERVATIONS DATE TIME TYPEDEPTH WATER (ft) CASING BOTTOM (ft) HOLE BOTTOM fftl CONTRACTOR: Nature's Way 10-15-081015 10-16-06 10-20.0810:15 10-23-08 AM 1:45 FM AM g:fit AM During Drilling 24 Hours Static Static 4 49 5 5.2 4 None Nave Nares - 6 18 18 18 DRILLER: S. Gingrich INSPECTOR K. Armstrong START DATE and TIME: 10/15/2008 10:00:00 AM FINISH DATE and TIME: 10/15/2008 11:00:00 AM RFACE ELL-v: EV;367 00 (ft Estirnated) CHEG D BY: C. SymrnesBlows SAMP.TCORE NUMBER SAMP. ADV. (fE} LEN. CORE (ft) .RECOVERY ( Per G" SSplit Spoon "N" Value or ROD% Lj * 2 " 6 i DESCRIPTION AND CLASSIFICATION W Cy' Remarks onCharacter of D n ter Return, eto. WATER LEVELS AND/OR WELL DATA S-1 S-2 S-3 8.4 8-5 5.5 8-6 S-7 2 2 2 z 2 2 2 1.1 1,12 0.1 z 2 1 1.6 29-13-17-13 31-41-20-14 &85-4 9-4-3-2 0-1-1-1 2-2-2-2 1-1-1-1 30 61 14 7- 2 4 2 —10 —r- —20 - - -5 - - - - - - - - -25 _ *:GO .+i'i+: +: + :4Q* 4:+, +i*i•i CO�ct i:: :+:: "444 • :•+O+ :*: ;.*•i: -:+:- f.: GRAVE!, little f.m.c. sand, trace a tt, - - 380 'a+ 1;111 S-2; 2194 passing a 200 sieve Na recoveryin as 'At,. S-3. Rush econd spoon to obtain conditions. No recovery in sample S-6Push second spoon to obtain sample. Boring terminated In soli at 20 feet below ground surface. •*: - •w' -� a 410 t • w ;iii.. ,:-.. ` ,' ' . !i•rr A;; _-. •" .III ..� '"` • . • • •i,�,• 70111}' " = �• -*+ At A -4.1. '4..iizi 1,,,... ;-ti-e,) L...*++•+'* ' ,t1; "•■ 1 -,,--- a ; 'Ai).. = >; +„ . , ',.....11; ' ,ti s ^ ' • b ygray, medium compact, moist (FILL} gladMilees to becomes content varySemple (FILL) lat.g. sANDtrace jay clay, trace f.c.gravel, medium' compact w^_t LL SAY " ' ) f m.a SAND, lithe silty clay, little f c. gravel, grsvl klose, Wet () % 0 . Willi CLAY, Trace L sand, tame wood, heap = -375 _ - - -370 - organics, gray/black, medium stiff, wet (CL) Silty CLAY, trace wood, trace organics, gray/black, soft, wet (CL) SU* CLAY, trace organics, gray, sot wet (CL) Silty ° AY, little f. sand, trace organics, gray, 'Y eft, (CL) End of Boring at 20 It - -385 - -380 APPENDIX C LABORATORY TEST RESULTS CHA Cornell University Rowing Center Additions Ithaca, New York 111 WinnersClyde, P.O. Boz 5269 Albany, NY 122054259 • Plume (518) 453-4500 - Fax (518)4534520 wms.chaoompar(as.com PLASTICITY INDEX AND MOISTURE CONTENT OF SOILS ASTM D4318 AND ASTM D2216 Client: Cornell University Project Name: Rowing Center Additions Project #: 19157 Report #: 1 Date Sampled: Refer to Boring Logs Date of Test: 11/5/2008 Report Date: 11/12/2008 Technician: SM Boring Number Sample Number T Description [Depth (Feet) Liquid Limit Plastic Limit Plastic index Moisture Content 1 S-6 10-12 —451% 1 5-7 Gray Silty Clay with Sand traces 19-21 --- -- Non Plastic 1 5-10 28-30 38.0% 1 5-13 43-45 62A% 1 8-16 88.60 28.2% 1 8-18 68.70 23.4% 7 8-3 4-6 59.6% 7 8-6 12-14 92.9% 7 S-9 27-29 41.7% 7 5-13 47-49 55.8% 7 8-16 Gray Silty Clay 63-65 68-70 --- -- Non Plastic 32.1% 7 9-17 11 3-4 6-8 59.5% 11 8-9 28-30 39.4% 11 8-12 43-45 59.5% 11 8-14 Gray Clay 62-54 24 21 3 11 8-15 58-60 26.6% }411 reports m'1d tatters are to be otos( eo:lus1Wy for Ma c8en1 to whim they aro addressed and shill 00140 repr0ducsa%cro t approrat dr MO HWbaura Asaaobatt*, LLP, PERCENT PASSING Particle Size Distribution Report Project: Laboratory Analysis Client: Clough, Harbour & Associates LLP Report No.: AT098SL-645-11-08 Date: 11/21/08 Sample No: AT098S645 Source or Sample: Cornell University Rowing Center CHA Project No. Location: B-3, S-5 19157 Elev.dDepth: N/A g n n f:: g s S % SAND E % FINES a E i iE t FINE CRS, MEDIUM F1NE SILT 1 CLAY 0 0 i 0 1 33 66 #200 66 L BD BD 30 • ; \ -+• aD 10 ' 30 a0 • 10 0 SOO 100 10 1 01 • 0.01 0.001 GRAIN SIZE - mm % COBBLES % GRAVEL % SAND OUT OF SPEC. (X) % FINES 100 CRS. FINE CRS, MEDIUM F1NE SILT 1 CLAY 0 0 0 0 1 33 66 #200 66 SIEVE SIZE PERCENT FINER SPEC.* PERCENT OUT OF SPEC. (X) #16 100 #301999 0 #40 #50 97 #100 Bl. #200 66 (ne specification provided) Soil DascrIotIan Grey SILT/CLAY; some m -f+ SAND. Atterber l Limits PL.= --- LL= -- PI= — Coe#ficlents D85= 0.174 060= D50= R30= D15= D10= Let- Cc= Classliicatian USCS= ML AASHTO= A-4(0) Remarks Sample delivered by client on 11/12/08. ASTM D 422 without hydrometer. ATLANTIC TESTING LABORATORIES, LIMITED I Date' % Particle Size Distribution Report Project: Laboratory Analysis Client: Clough, Harbour & Associates LLP Report No.: AT098SL-646-11-08 Date: 11121/08 Sample No: AT098S646 Location: B-4 S-1 10 2 1 Source of Sample: Cornell University Rowing Center CHA Project No, 19157 Elev./Depth: N/A co 80 ex N�j el % SAND % FINES CRS. FINE CRS. MEDIUM FINE BELT CLAY 0 0 r 10 • 28 26 86 #8 78 616 70 #30 -r 640 54 #200 26 • i r w i 1 _ 500 100 10 1 6i 11 0.01 0.001 GRAIN SIZE - mm %COBBLES % GRAVEL % SAND % FINES CRS. FINE CRS. MEDIUM FINE BELT CLAY 0 0 14 10 22 28 26 SIEVE SIZE PERCENT FINER SPEC. PERCENT OUT OF SPEC. (X) .5 in. 100 .375 in. 96 .25 in. 90 64 86 #8 78 616 70 #30 64 640 54 #200 26 * (no speoffication provided) Reviewed by: Soil Descrlotion Brawn crnf+ SAND; some SILT/CLAY; little f GRAVEL. Atterber i Limits PL= --- U.= — Pl= _. Coefficients D85= 4.38 Deo= 0.518 D30= 0.0925 D45= Cu= Co— ClassificatIon i.1808= SM' AASHTO= A-2-4(0) Remarks Sample delivered by client an 11/12/08. ASTM D 422 without hydrometer. D50= 0.362 Dip= ATLANTIC TESTING LABORATORIES, LEMIT'ED pi33:. Date' Li J al o` C 1 Particle Size Distribution Report Project; Laboratory Analysis Client: Clough, Harbour & Associates LLP Report No.: AT098SL-647-11-08 Date: 11/21/08 Sample No: AT098S647 Source of Sample: Cornell University Rowing Center CHA Project No. Location: B-2, S-1 104 tia 80 Z 74 260 F. 50 UJz 0 44 a. 30 20 10 0 19157 Elev./Depth: N/A s .,',.i '. ri3 a g Ili i IT s1 OUT OF SPEC. (X) % FINES 100 CRS. FINE i MEDIUM j SILT 66 1 CLAY 0 22 30 10 14 i _ 12 #4 48 #8 40 #30 27 i #40 ) #100 15 #200 12 L Y \ : 't '� goo too 10 1 01 0.41 0.001 GRAIN SIZE - mm % COBBLES % GRAVEL 95 SAND OUT OF SPEC. (X) % FINES 100 CRS. FINE CRS. MEDIUM FINE SILT 66 1 CLAY 0 22 30 10 14 12 _ 12 #4 48 SIEVE SIZE PERCENT FINER SPED' PERCENT OUT OF SPEC. (X) 1 in. 100 .75 in. 78 .5 in. 66 .375 b. 59 25 52 #4 48 #8 40 #30 27 #40 24 #100 15 #200 12 L * (no specification provided) Reviewed by: Soli Description Brown of GRAVEL; and cmf SAND; little SILT/CLAY. PL= Atterberu Limits LL= --- Pi= — Coefficients D85= 21.2 Dgp= 9.94 D50= 5.51 D30= 0.847 T315= 0.150 D10= Cu= Co= Classification USCS= OP -GM AASHTQ= A -1-a Remarks Sample delivered by client on 11112(08. ASTM33 422 without hydrometer. ATLANTIC TESTING LABORATORIES, UNITED Date. Ida, id B Particle Size Distribution Report Project: Laboratory Analysis Client: CIough, Harbour & Associates LLP Report No.: AT098 SL -648-11.08 Date: 11/21/08 Sample No: AT098S648 Source of Sample: Cornell University Rowing Center CHA Project No. 19157 Elev./Depth: N/A Location: 13-12, 8-2 100 90 80 0 70 60 50 z V 40 30 20 10 0 m :i » f. . u g 1 w ail a S: a CRS. FINE CRS. , MEDIUM FINE SILT CLAY 0 0 25 18 18 18 21 82 #4 75 #8 60 #30 43 #40 39 #100 ':ia #200 21 ,—r—: 1' i i '1 600 100 10 1 01 0.01 n.nni GRAIN SIZE - mm % COBBLES % GRAVEL % SAND % FINES CRS. FINE CRS. , MEDIUM FINE SILT CLAY 0 0 25 18 18 18 21 SIEVE SIZE PERCENT FINER SPEC.* ' PERCENT OUT OF SPEC. (X) .75 in. 100 .5 in. 97 .375 M. 95 ,25 in. 82 #4 75 #8 60 #30 43 #40 39 #100 25 #200 21 * (no specification provided) Reviewed by: Soil Descrlotion Gray calf SAND; some (GRAVEL; some SILT/CLAY, Atterberu Limits PL= --- LL= — P1= --- Coefficients 085= 6.945 D30 2.36 D50= 1.I8 80= 15" i0= Cu= Co= Classifitat€on USCS= 814 AASHTO= A -1-b Remarks Sample delivered by client on 11/12/08. ASTM 1) 422 without hydrometer. ATLANTIC TESTING LABORATORIES, LIMITED Date' rii )ai /ET IJ I gms PW LABORATORIES,INC. P.O. BOX 5S, 5879 FISHER ROAD, EAST SYRACUSE, NY 13057 315-487-1420 ' 866-7PW-LABS Fax 315437-1752 December 22, 2008 L-08007 Laboratory Testing Cornell University Rowing Center Cayuga Inlet (3rd Street Extension) Ithaca, NewYork CHA Project '19157.1001.1502 SPECIFIC GRAVITY OF SOILS ASTM D854 Lab ID* Boring # Saznple # (D854) Minus No, 4 Fraction Specific Gravity of Solids (G) 23767 B-1 ST -1 2.62 C:+_ClicntsUnbACLOUGli,Igarbrne&Arciulatcs,LIP(CI•IA)l211118i1,0ROCi-IabnraunyToting\SpecIrtc ravtylSp¢cincCaaity*2.7E7 IN PW LABORATORES,+NC. R0, BOX 56, 5B79 FISHER ROAD, EAST SYRACUSE; NY 13057 315.437-142D • 666-7PWU►BS • Fax 315,437.1752 December 22, 2008 L-08007 Laboratory Testing Cornell University Rowing Center Cayuga Inlet (3rd Street Extension) Ithaca, New York CHA Proj ect #19157.1001.1502 NATURAL MOISTURE CONTENT ASTM 02216 Lab La* Boring* Sample Moisture Content as a Percent ofDry Weight 23765 B-11 ST -1 332 23767 B-1 ST -1 37.8 C:\ Clients IJabs\CLO1JCli,\Harbour&Mi.catoN,llfr(CHA}1211{#311.41[' 7-Iaboraiwy'1' in6\NaturalMolgure Content \ Natural tMMaiatute Content i'523765&13767 gb8 PW LAB0RATORIES,INC. P.O. BOX 56, 5879 FISHER ROAD, EAST SYRACUSE, NY 13057 315-4374420 + 866-7PWS Fax 315437-1752 December 22, 2008 L-08007 Laboratory -Testing Correll University Rowing Center Cayuga 1n1et (3rd Street Extension) Ithaca, New York CHA Project #19157.1001.1502 BULK (NATURAL) SOIL DENSITY(PCF) CORPS OF ENGINEERS EM -1110-2-1906 APPENDIX 1, DISPLACEMENT METHOD .• Lab ID. # Boring# Sample I.D. Depth (feet) Bulk (Natural) Soil Density (PCF) Dry Density Moist Density 23765 3-11 ST -1 10.0 -12.0 98.0 117.2 23766 . B-7 ST -1 34.0 - 36.0 69.3 104.9 G;.,Cirwl ICIX214:lL}F b urd:luociacs,IJPIO1A}Ldd1EMASPiX7-1.6amiagTeradVILILK3£i11.OSS17YA45i+iACFA MIT141:71.16ri1SE1LKNOILDINSi'iYIIPPIASaiMI*PIu:f1ion 1.1i& &23:166 CONSOLIDATION TEST DATA Clint: CLOUGH HARBOUR & ASSOCIATES, LLP Project: CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET Project Number: L-08007 Sample Data Source: Sample No.: B-1 ST -1 ID#23767 Elev. or Depth: 12.0 TO 14.0 FEET Sample Length (in./cm.): 0.75 Location: 3rd STREET ' EXTENSION, ITHACA,NY Description: GRAY MOIST SILTY -CLAY Liquid Limit: -- Plasticity Index: -- L�SCS AMMO: -- Figure No.: TWO Testing Remarks: DATE RECEIVED: 10-26-2008 CORRECTED FOR SYSTEM DEFLECTION Test Specimen Data TOTAL SAMPLE BEFORE TEST Wet w+t = 274.08 Dry w+t = 238.69 Tare Wt. = 135.66 Height = .75 Diameter = 2.50 Weight = 112.93 9- 9- 9- in. - J.in. in. g. Moisture = 34.3 t Wet Den. = 116.7 pcf Dry Den. = 86.8 pcf Couso1idometer # = 1 Spec. Gravity = 2.62 Height .75 in. Diameter = 2.50 in. Heft. Table = L-08007 RING Ht. Solids = 0.3982 in. Dry Wt. = 84.06 g.* Void Ratio = 0.883 Saturation = 101.9 % * initial dry weight used in calculations NEST Wet w+t = 368.52 g. Ary w+t = 348.16 g. Tare Wt. = 264.37 g. #1 WHTMN#3 Moisture = 24.3 % Dry 'Wt. = 83.79 Void Ratio = 0.563 9- End-of-Load - Endof-Load Summary Pressure (tsi') start 0.13 0.25 0.50 1.00 2.00 4.00 8.00 2.00 0.50 0.25 °irxa1 Dial (in.) .00-4 0.01210 0.01950 0.02960 0.04360 0.06360 0.08790 0.11880 0.10700 0.08930 0.08030 Machine Cv C Void % Compression Defl. (in.) (ft.2/day) Ratio /Swell 0.883 0.00450 0.08 0.002 0.864 1.0 Comprs: 0.00620 0.02 0.001 0.850 1.8 Comprs. 0.00860 0.07 0.002 0.831 2.8 Comprs. 0.01170 0.10 0.003 0.803 4.3 Comprs. 0.01550 0.15 0.005 0.763 6.4 Comprs. 0.01950 0.12 0.005 0.712 9.1 Comprs. 0.02400 0.13 0.006 0.645 12.6 Comprs. 0.01960 0.18 0.664 11.7 Comprs. 0.01550 0.05 0.698 9.8 Comprs. 0.01420 0.01 0.717 8.8 Comprs. LW Laboratories, Inc. CONSOLIDATION TEST REPORT 2 Applied Pressure-tsf 10 Natural Dry naris. (Pcf) PE Gr. Overburrierl (tsf) P f C C r !! Press. ( j Heave %ea Sat Moist. 101.9 % 34.3 % 86.8 -- — 2.62 2.68 0.28 0.06 0.883 MATERIAL DESCRIPTION GRAY MOIST SILTY -CLAY Project No, L-08007 Client: CLOUGH HARBOUR & ASSOCIATES, LLP Project CORNELL UNIVERSITY ROWE,* CENTER CAYUGA INLET 8-1 ST -1 12.0' -14A' Laboratory E.D. #23767 Location: 3rd STREET EXTENSION,1TI-HACA,NY CONSOLIDATION TEST REPORT PW Laboratories, Inc. ,SHTO Remarks: DATE RECEIVED: 10-28-2008 CORRECTED FOR SYSTEM DEMON Plate TWO r Dial Reading vseTiraye Project No.: L-08007 Project: CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, ITHACA,NY .020 006 .00r l!iIIIII1II1IIIHhII1IIIIJ11IIIII1II i 11111112111111111111111111111 111111111111111111111111111111111111 1111110111111111111111111111 111101111111111111110,111111111111 III1llh1IIIIHUIlI1hIii!IIHDIIii�di .0108'4 ,012 .01944 .01430 .-. 81594 .31719 a 5 .01844 .01950 .02219 .5 to 2 200 t e 1.834#3 0,5010 Cv@3.78min= 0 01 ft.2/day 1 a .02544 2 4 2 3 0 20 53 Maimed Time (fir,) 230 500 2000 .012 .019 0.25 125 10,04 .015 002fL2Td3Y .014 .1 2 .0183 .01 .0215 .0228 .0243 .9 .0265 33 R.0273 .0298 .8803 4b 1111111111111111 111111111111111 Load p4 0915 !,00tJ' . ;642.63 rain... I0 $.Z/— .1 2 .5 9 2 5 10 20 50 200 503 813pssd'Mao (91m.! Dial Reading vs.11rne Laboratorian nc Plate TWO Dial Reading vs.Time Project No.: L-08007 Project CORNELL UNIVERSITY ROWING. CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, ITEACA,NY 0 410 -NN 1-0241#3 I 2.0012f Cy@ 1.71 mice= 0.151t.21W .2 .5 1 2 419 5 10 20 50 200 500 Elapm519999919.1 2000 1 Load #7 6.00te Cy I@ 1.83 0.13 R21day I. .5 1 2 5 10 50 Elapsed Tine (hr 200 .044 .047 .050 .063 z .055 .056 o .052 10 410 L#6 4371 4.Op 1sf Cy @2,04m5. 074 04211.?J3aY .1 .6 1 .085 .064 .093 ice' .092 .01" .065 .088 .081 .098 .1 .2 L 2 £ 1S 20 60 Elapsed Time (19 19) t 200 500 2000 -4 IJ Latin 2.00 isf Cvg 11 0.mm= IB 0-2/day .6 1 2 8 10 20 50 6012611d Trig (Mr Dia! Reading vs.Trne 060 2000 PW Laboratories, Ince •rwo Dial Reading vs.Time Project No.: L-08007 Project CORNELL TJNWERSJTY ROWING CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, rniACA,NY uiioiiiuiuiiiiiiioiiiiitiiiiii�I�IIIGI11� IIIlll1llIll1llhEI11IlllII�IINY�111.11111111111111111.1111111111111111111111111111111111111101111111111111111111111111111111111.1111111111111111111111111111111111111111111thili 31111111111111111111111111111111111111121.11111111111011111111111111111 • .7810 .27485 . 07245 .07110 n MOO 111 447 Load #10 .06810 4.25tsf Cy 43.96 - 0.012.2k* 4 2 5 10 20 200 800 .1 .2 .5 1 ' Elapsed Time (mkt) .078 J .07000'- .07114 k Load #3I .07100 1 &o tar Cv®1.45 rah= 0.14 ft.2/dav '07 .1 2 .8 1 2 10 20 se 200 evarld Tam oma! ) 054 1 Load 412 A68 4.00 tat Cv@L.12emm 0.20 ftz/d 200A '0013.1 .2 1 r T ti 10 20 7 Elapsed Ilene (mrd) Dial Reading vs.Time PW Laboratories.Inc Dial Reading vs.Time Project No.: L-08007 Project CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, ITHACA,NY .:aII1I11111IM lIflIHhIlIIlIIIIII IIIlIIIIlIIIIIIIOOhIIIHllhI I11Hii11I10lUlI1OJ1IIII11HllhlukiIII1III111IllhIII1II0hII11111111 IIIVII1lIJl1ll!!!!11I1lIIUIIII 1,1111111111111111111111111111111111Ltd 11111111111111111111111111 111111111111111101111111111,11, e10 20 wit) 111111111111111111111111 .100 .152 .104 .5 .1 .109 .110 .114 .115 a .122 .125 .150 .134 .138 410 Lard #14 16.001dC'v 1.26 e1.- 0.16 ff.21tEy 1 .6 S 2 5 10 20 Elepeed 11ms (min } Dia' Reading vs.TIme PW Laboratories, Inc. 200 500 2006 Plate TWO CONSOLIDATION TEST DATA lient: CLOUGH HARBOUR & ASSOCIATES, LLP roject: CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET 1 Project Number: L-08007 fSource: Sample No.: B-11 ST -3 1D423769 Elev. or Depth: 30.0 TO 32.0 FEET Sample Length (in./cm.): 0.75 Location: 3rd STREET EXTENSION, ITHACA,NY Description: GRAY MOIST SILTY -CLAY Liquid Limit: -- Plasticity Index: UCS: -- PASHTO: --- Testing Remarks: DATE RECEIVED:10-28-2008 CORRECTED FOR SYSTEM DEFLECTION Sample Data Figure No.: THREE Test Specimen Data 1 TOTAL SAMPLE Wet w+t = 269.86 Dxy w+t = 22 6.2 8 Tare Wt. = 136.23 Height = .75 Diameter = 2.50 eight = 102.73 Moisture = Wet Den. = 1 Dry Den. = g. g. g. in. in. g- 47.3 % 106.1 pcf 72.1 pcf I* Initial dry weight used BEFORE TEST Consolidometer # = 1 Spec. Gravity = 2.62 Height = .75 in. Diameter = 2.50 in. Defl. Table = L-08007 RING Rt. Solids = 0.3304 in. Dry lit. = 69.75 g.* Void Ratio = 1.270 Saturation = 97.6 % in calculations AFTER TEST Wet w+t = 296.05 g. Dry ef+t = 271.48 g. Tare Wt. = 203.44 g. #1 WHTMN#3 Moisture = 36.1 % Dry Wt. = 65.04 Void Ratio = 0.803 g - End -of -Lewd Summary Pressure Final (tsf) Dial (in.) start 0.00010 0.13 0.25 0.50 1.00 2.00 4.00 8.00 2.00 i 0.50 0.25 0.00650 0.01120 0.01820 0.02940 0.0529.0 0.09270 0.13760 0.12950 0.11900 0.11250 Machine Defl. (in.) 0.00450 //� 0.00620 0.00860 0.01170 0.01550 0.01950 0.02400 0.01960 0.01550 0.01420 cv (ft.2/day) /0.01 0. 15 0.01 0.04 0.06 0.64 0.11 0.08 0.06 0.04 0.001 /y 0.00.E 0.002 0.003 0.005 0.009 0.007 PW Laboratories, Inc. Void % Compression Ratio /Swell 1.270 1.264 1.255 1.241 1.217 1.157 1.049 0.926 0.938 0.957 0.973 0.3 Comprs. 0.7 Comprs. 1.3 Comprs. 2.3 Comprs. 5.0 Comprs. 9.7 Comprs. 15.1 Comprs. 14.6 Comprs. 13.8 Comprs. 13.1 Comprs. CONSOLIDATION -112 TEST REPORT 1 Height - in� I 11lis 11111 .2 .5 1 2 Appfed Pressure 5 - tsf 10 20 - Neural Dry Dens. (P� Lt. pi Sp. Gr. Overburden OMOMicer; P c Cf SwellPress. (0 Heave e Sat, ! olst. 97.6 °l ; 47.3 % 72.1. _ .- — 2.62 2.08 0,41 0.05 1.270 MATERIAL DESCR#P11ON USCS AASHTO GRAY MOIST SILTY-CLAY — Project No. L-08007 Chant COUGH HARBOUR & ASSOCIATES, LLP Project CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, TTHACA,NY Remarks: BATS RECEIVED:10-28-2008 CORRECTED POR SYSTEM 1 Plate THREE I `DEFLECTION CONSOLIDATION TEST REPORT PW - ` Laboratories! Inc. Dial Reading vs.Time Project No.: L-08007 Project: CORNELL UNIVERSITY ROVING CENTER. CAYUGA INLET Location: 3rd STREET EXTENSION, ITHACA,NY ts 0 40 -.0005 .0010 ,0015 111' Load41 0020 0,131ef Cy 52.04 udn 0.0I 13:2/d9i .0025 .1 .2 .5 1 2 5 10 20 10 ti 250 '11 .0009 0014 .0019 .0024 0025 .0034 r>r 463 r 4- .0044 .0049 • Load 62 .0064 0.251x! Cv@1.82mia� 0.15 ft.2/d4Y 2Ch0 '00.1 .2 .6 1 2 6 10 27 60 E1ap0dThsWOO Elapsed Tian4n1i.j .00010 . 00094 X19 .01089 .01144.1 .2 .5 1 2 5 10 20 50 - 200 500 E]spsedThe (rn ) k09 .010 .011 .012 015 .014 .010 .019 Off .018 410 200 500 • Lad #4 1.00 lar Cy. ig7.59azie... 0.04 fiaJday .010.1 .2 .5 1 2 5 10 20 50 200 000 laased istso (dn.) Dial Read'irsg vs.Time PW Laboratories. Inc. Plate L Dial Reading vs.Time Project No.: L-08007 Project CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, ITHACANY 1 .072 077 .082 -- .092 097 .102 .107 .112 Elapsed lima (Wm) toe3#7 .117 S.00 [si Cv @ 116 0.11. ±2/der i22 1 .2 .6 1 6 13 29 W1 Etepaed The (n8n.) 209 1 Hi ba zoo .1138 .1198 .1128 .1123 .1118 2. .1113 .1108 .1103 T 10 20 80 1 250 Emmet Time bnin.l L Lead #6 .1999 ' 2.00 to Cv ® 2.54 WE - 1 0.08 aNclay .1093 .1 .2 .6 1 6 10 20 50 Elapsed Tans(min} Dial Reading vsiiirne PW Laboratories I'nc. 2.00 600 Nate 2500 Dial Reading vs,Time Project No.: L-0$007 Project CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, ITTHACA,NY to 443 1 A .105 .106 .104 .102 .102.1 .2 Load #9 030 taf Cyda) 3.3t3adu 0 0b$2ldav 1 2 . 10 20 50 - 200 600 2000 Elapsed Time (min,) .082 .0903 g .1001 ADDS .1000 .1015 .1017 • Load 1111 .10211 LO0 ter Cy @ 0.59 o1in- 0.35 0.Zlday ,1025'1 .2 .� 1 2 6 20 50 Elopsed Time {n7n.) 200 000 .10505 .10830 .10866 .10280 10205 .10130 2.108195 .09800 .08830 Load #10 0.25 td 0.04 ff.21day .118765 LI .2 .10534 .106 .10084 .10750 0 10934 .12000 5 1 2 5 10 20 10 Elapsed Tana(mtn.) 200 600 2000 UII111I1I1l1II1!1I1IIIIIII1I1UhIII111111111111111111111111111111111111111111111131101111111111111111111111111111111111111111111111111.14111111111111.0. 4....11184 LOB ft 11/10111111111111111111Cy@ 0100 10et#P060 lime MO .10884 Mal Reading vs.Tme FW Laboratories Inc. Plate 11 -IRE Dial Reading vs.Time Project No.: L-08007 Project CORNELL UNIVERSITY ROWING CENTER. CAYUGA INLET Location: 3rd STREET EXTENS1ON,1THACA,NY tO .11055 .11305 .11430 t165, I .• 11680 .11805 .11990 .12055 .12180 .12306.1 . Load #13 6.00 lf Cydi0.59wi D.63 Ofday S 1 2 $ �0 20 l 11 Elapsed lime mirk) 200 500 2[300 .124 .1 .132 .125 .140 M ▪ .144 3 c .148 .462 .155 Lod X314 .100 L6,00 tsf cue (3,90 Tea.- oao(.2, .184.1 .2 1 2 6 10 60 Elapsed 11m0 (rnhi. Dial Reading vs.Tirne PW Laboratories Inc. TRIAXIAL COMPRESSION TEST 11121108 Unconsolidated Undrained 1:21 PM Date: RECEIVED: 10-2S-2008 Client CLOUGH HARBOUR & ASSOCIATES, LLP Protect: CORNELL UNIVERSITY ROWING CEht'IER CAYUGA INLET Project No.: L-08007 Location: 3rd STREET EXTENSION, TTkIA.CA,NY Depth: 10.0 TO 12.0 Ftr Sample Number: B-11 ST -1 10423765 Description: GRAY MOIST CLAY Remarks: CLIA PROJECT NO, 19157 Type of Sample: SHELBY TUBE Assimred Specific Gravity=2.72 LUo— Test Method: ASTM D 2850 PLu Specimen Parameter Moisture conburt Moist caviare, ants. Moisture content: Dry soikiere, gms. Moisture content: Tare, gyne. Molstwe, % 33.1 Moist specimen weight, tams. 1194.2 Diameter, cm. 7.30 Itr, crrr.J 41.85 Height, cm. 15.00 Wet Density, pe 118.7 DrY densly, P6189.2 Void ratio 0.9030 Saturation, % 99.6 Initial Final 1293.800 1007.100 109.760 31.9 Deli pressure =10.00 psi Back pressure = 0.00 psi Strain rate, cmjmin. = 0.06 Fall. Stress =11.65 psi at wading no. 29 Illi. Stress .a 11.27 psi at reading no. 31 PW Laboratories, Inc. 41:0-;�• '' Def. Deviator Minor Princ. Major Prim. Dial Load Lead Strain Stress Stress Stress 1:3 P Q No. cm. Dial Iter. % palPia Pal Rat€O PI Pal 0 0.0000 6.00 0.0 0.0 0.00 10.00 10.00 1.00 10.00 1 0.0060 9.00 3.0 0.0 0.46 10.00 10.46 1.05 10.23 2 0.0120 I1.00 5.0 0.1 0.77 10.00 I0.77 1.08 1039 3 0.0180 14.00 8.0 0.1 1.23 10.00 11.23 1.12 10.62 4 0.0240 15.00 9.0 0.2 139 10.00 11.39 1.14 10.69 5 0.0300 16.00 10.0 0.2 1,54 10.00 11.54 1.15 10.77 6 0.0600 24.00 18.0 0.4 2.76 10.00 12.76 1.28 1138 7 0.0900 32.00 26.0 0.6 3,98 10.00 13.98 1.40 11.99 8 0,1200 39.00 33.0 0.8 5.05 10.0015.05 1.50 1252 9 0.1500 45.00 39,0 1.0 5.95 10.00 15.95 1,60 12.98 10 0.1800 50.00 44.0 1.2 6.70 10.00 16.70 1.67 1335 11 02400 58.00 52.0 1.6 7.89 10.00 17.89 1,79 13.94 12 0.3000 64.00 58.0 2.0 8.76 10.00 18.76 1.88 14.38 13 0.3600 67.00 61.0 2.4 9.18 10.00 19.18 1.92 14.59 14 0,4200 71.00 65.0 2.8 9.74 10.00 19.74 1.97 14.87 15 0.4800 74.00 68.0 3.2 10.15 10.00 20.15 2.01 15.07 16 0,5400 76.00 70.0 3.6 10.40 10.00 20.40 2.04 15.20 17 0.6000 77.00 71.0 4.0 10.51 10.00 20.51 2.05 15.25 18 0.6600 79.00 73.0 4.4 10.76 10.00 20.76 2.08 15.38 19 0.7200 80.00 74.0 4.8 10.86 10.00 20.86 2.09 15.43 20 0.7800 80.00 74.0 5.2 10.81 10.00 20.81 2.08 15.41 21 0.8400 82.00 76.0 5.6 11.06 10.00 21.06 2.11 15.53 22 0.9000 83.00 77.0 6.0 11.16 10.00 21.16 2.12 15.58 23 0.9600 83.00 77.0 6.4 11.11 10.00 21.11 2.11 15.55 24 1.0400 85.00 79.0 6.9 11.33 10.00 2133 2.13 15.67 25 1.1000 86.00 80.0 7.3 11.43 10.00 21.43 2.14 15.73 26 1.1600 86.00 80.0 7.7 11.38 10.00 21.38 2.14 15.69 27 1.2200 87.00 81.0 8.1 11.47 10.00 21.47 2.15 15.74 28 12800 87.00 81.0 8.5 11.42 10.00 21.42 2.14 15.71 29 1.3400 89.00 83.0 8.9 11.65 10.00 21.65 2,17 15.83 30 1.4000 88.00 82.0 93 11.46 10.00 21.46 2.15 15.73 31 1.4600 87.00 81.0 9.7 1127 10.00 21.27 2.13 15.64 PW laboratories, Inc. . 12 4 151 12.6 10 7.5 5 25 0 Results t. 0, '&1 4tel; Tan (0) 5.83 0 0 1 4 0 2.5 5 7.5 Axial Strain, % 10 12 Normal Stress, psi J_ r 15 20 24 Type of Test Unconsolidated Undrained Sample Type: SHELBY TUBE Description: GRAY MOIST CLAY LL - Pim - Assumed Specific Gravity- 2.72 Remarks: CIA PROJECT NO. 19157 Plate ONE Tested By: PE Sample No. i Water Content, Dry Density, pcf Saturation, Void Ratio Diameter, cm. Height, cm. 33.1 89.2 99.6 0.9030 7.30 15.00 Water Content, Dry Density, par m Saturation, Vold Ratio Diameter, cm. He ! ht cm. Strain rate, crnJmin. Back Pressure, psi Cell Pressure, psi Fail. Stress, psl Strain, % Litt, Stress, psi strain, % a, Failure, psi as Failure, psi 31.9 89.2 95.2 0.9030 7.30 15.00 0.06 0.0 10.0 11.7 8.9 11.3 21.7 10.0 Client CLOUGH HARBOUR & ASSOCIATES, LLP Project CORNELL UNIVERSITY ROWING CENTER CAYUGA INLET Location: 3rd STREET EXTENSION, I'FHACA,NY Sample Number: 13-11 ST -1 ID#23765 Proj. No.: L-08007 Date: RECEIVED: 10-28-2008 TRIAXIAL SHEAR TEST REPORT PW Laboratories, Inc. Checked By: DPB 15 12 15 12 =ME A • MIN MINIM 5% 10 0 6 3 0% 5% co co t 15 12 EMI= 111 MINIM MEI 0 o% 6% 10% 15 12 0 MIN III Ell a %MIMI 0, 10% Peak Strength Total P!- 5.53 pal a= 0.0 deg tan a= 0.00 0 0 3 s s 12 pi Psi Stress Paths: o indicates peak 4, indicates end 15 15 Client CLOUGH HARBOUR & ASSOCIATES, LLP Project CORNELL UNIVERSITY ROWING CENTER Locatiort: 3rd STREET EXTENSION, ITHACA,NY Depth: 10.0 TO 12.0 t er Project No.: L-08007 Plate ONE A PW Laboratories Inc. Tested By: PE Checked By:DPB ATLANTIC TESTING LABORATORIES Albany 22 Corporate Drive Clifton Park, NY 12065 518-383-9144 (T) 518-383-9166 (P) TRANSMITTAL November 21, 2008 Clough, Harbour & Associates LLP Winners Circle P.O. Box 5269 Albany, New York 12205 Attn: Mr. Malcolm Hargraves Re: Laboratory Test Results Cornell University Rowing Center CHA Project No. 19157 ATL Project No. AT098 email: mbargraves(c cha-iip.com On November 12, 2008 your representative delivered jar samples to our Clifton Park, New York Way for testing. A Particle Size Analysis without hydrometer was performed in accordance with ASTM D 422, a pH of Soils was performed in accordance with ASTM D 4972, a Chloride Test was performed in accordance with EPA 325.2, and a Sulfate Test was performed in accordance with EPA 375.2. The test results follow. Laboratory Analysis Report ATL Sample No. Client ID pH Chloride m0lkg Sulfate mgiko AT098S849 B-1, S-2 8.3 190 1300 AT096S650 B-3, 8-2 8.8 360 2700 AT0988651 B-5, 8-5 6.5 810 5300 AT096S652 13-8, 8-3 6.6 1100 6800 . The Particle Size Analyses are enclosed. Please contact our office should you have any questions or if we may be of further service. Sincerely, icT oratories, Limited Robert E. f=ield Laboratory Manager bfieldiaatlantictesting.com REF/ri Enclosures APPENDIX D PHOTOGRAPHS CHA Cornell UntversiO, Rowing Center Additions Ithaca, New York View of boring B-1 facing west (October 14, 2008) CORNELL UNIVERSITY ROWThie CENTER ADDITIONS ITHACA, NEW YORK CHA # 19157.1001.1502 View of boring B-7 facing west (October 15, 200S) CORNELL UNIVERSITY ROWING CENTER ADD1TIONS ITHACA, NEW YORK APPENDIX E SETTLEMENT MONITORING GUIDELINE CHA Cornell University Rowing Center Additions Ithaca, New York SETTLEMENT GAGES ANTS SESTLEMENT RODS GEOTECMC L CONTROL PROCEDURE GCP-1.5 Revision GE.RCAL ZATGINERRING.BuREA U APRIL 2007 NEW YORK STATE DEPARTMENT MENT OF TRANSPORTATION SPORTATION GEOTECEINICAL CONTROL PROCEDURE: SETTLEMENT MAGES AND SETTLEMENT RODS GAP -i 5 Reviaion #4 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION OEOTECHNICALENGrIl+ EE1UNl BUREAU APRIL 2007 EB 07-039 Page 1 cit 28 01 PIPE SETTLEMENT GAGES Surface Gage 1. Introduction A pipe strAce settlement gags indicates total foundation settlement behavi during and after embankment construction. 2. Fahriention The gages shall be constructed in accordance with Med:tails shown in Figure 3. The gages shall be. installed on level ground in accordance with the details shown in Tigard 4. At the time of installation, an initial reference mark shall be scribed on the pipe. and the mark's elevation determined and recorded The pipe shall he soribed to an aecUr of Vri in, (6.3 nun) at maximum intemis. of 3 it tri) measured from the initial mark Innnediately allot each Pit* is Scribed, the graduations shall be numbered to reflect the distance in het (meters) from the initial soil* in a durable paint of a color contrasting with that °lilac rod Any additional extensions. shall be• scribed itastateid above. An adjustable hose clamp shall be placed around the pipe at the scribe mark This clamp provides a place to rest the, survey rod when determining the elevation ofthe scribe mark. The clump is simply loosened and moved upward as the fill is Progressed. 4. Documentation and Data Collection Reading hr .each installation are to be recorded weekly Wm:towing with the start of cOratuction and continued through the construction waiting petiod or fora period oftome speoifted in the CcAlifact or by the Engineer. All readings are to be recorded, on Font GE 437, (sod Figure 51 in triplimtte, with one copy immediately forwarded to the Geotechnical Engineering Bureau, Dilate the Regional Geotechnical EngineeA at*hprojectkL El3 07-032 Page of rnd 1' (i m) Steel B Metal Pipe (NPS 2%) Steel Flange for Pipe (NPS 211/2 ) Min. $/T (i S ) `Mirk Steel Plate disc.fal2 Planks of Lumber or Two Plea of 3t01.3147(1in X X X' 19 mm) Fxtexiiarr Grade Plywood, SeeemelyFootoned and then Coated with Wood Preservative Mite! Pipe (NPS 21) ft Floor Flange for Pipe (?PS21%) (l I) Wood &&se Bolt, Washer, Lockunaker Mail Nut Assemb Note; 1.. The use of ewer a sUel base or a wood, base settlement gage ,4h311 be the Contraotoes optim Flame 3 Pip Sulam Settlement Gage EB 07-03V Page 7128 te- 1 t fit' 711.4t .kela it . CI C 'mamma rmi:aroaakdrsiNq NI1a 1__n_—....,_rri IP 0 ‘41-C2 L I tt" : DD E.14 44 CA 44-g irro 151 a M • 0 w 1 c: PROJECT IDENTIFICATION rim ce*Elga. sword a cOr D 14 NSPECTOM W « BEM= mammon mu INFONATIOAI OM FHT tuantla 1 tornmeg N , 41tras4 i 0001] ...- • facEPENCE low (i rr TEFEMERVE kW* 844 #1,040} Tam 5EITLEMINT pritlance IN eAte ELM •...w.........101...... ! 00n .j p¢�" .2 '€€;w -,L if• "1. dd 1 ,- i.4 yrs, -,-r- 4` tC e - • 1 ±:I1 1 , r � . k y G `-,, r u.,,cuer.a,..,b..«....,- ...-,......r...........-.....w,...,.... si aur--.,.,af ..... 4.wsu.44t_.f At%ayy,,,..:..[.w*cs. Pe w...u..........-.—.w....-... raarn-own r -we - .. .ax..so-.n.;.rxs J ---- sww ..... ...r. : CORNELL UNIVERSITY SECTION 01 1100 Ithaca, New York SUMMARY OF THE WORK SECTION 01 11 00 SUMMARY OF WORK 1.0 GENERAL 1.1 DESCRIPTION A. Work to be Done 1. Demolition and removal of existing steel sheeting and concrete seawalls, concrete slabs, concrete landings and asphalt concrete pavement. 2. Furnish and install approximately 450 linear feet of steel sheet pile together with cast -in-place concrete cap. 3. Form and pour concrete footings and piers. 4. Furnish and install tie -backs. 5. Excavation and removal of unclassified soils within the existing and expanded footprint of the Launch Area. 6. Foran and pour concrete slabs with doweled joints. 7. Furnish and install modular floating dock system and aluminum ADA gangway. 8. Full -depth replacement and milling for new asphalt concrete pavement. 9. Relocation of site light base, pole and fixture. 10. Lawn restoration. B. The Scope of the Work 1. The scope of the WORK in all SECTIONS of this Specification shall consist of the furnishing of all labor, materials, equipment and appliances and the performance of the Work required by the Contract Documents and/or by the conditions at the site, joining all parts of this Work with itself and the Work of others to form a complete, functioning entity. 2. Items not specifically mentioned in the Specifications or shown on the drawings, but which are inherently necessary to make a complete working installation, shall be included. COLLYER BOATHOUSE SUMMARY OF WORK 01 11 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 1100 Ithaca, New York SUMMARY OF THE WORK 3. It is the intent and purpose of the Contract Documents to cover and include under each item all materials, machinery, apparatus, and labor necessary to properly install materials and equipment, adjust and put into perfect operation the respective portions of the installation specified and to so interconnect the various items or sections of the work as to form a complete and operating whole. Any equipment, apparatus, machinery, material and small items not mentioned in detail, and labor not hereinafter specifically mentioned, which may be found necessary to complete or perfect any portion of the installation in a substantial manner, and in compliance with the requirements stated, implied, or intended in the Contract Documents, shall be furnished without extra cost to the Owner. Provide the greatest quantity, highest quality, highest degree of safety, and most stringent material, equipment or Work. Should the Drawings or the Specifications disagree in themselves or with each other, the Contractor shall provide the better quality or greater quantity of work and/or materials unless otherwise directed by written addendum to the Contract. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 1100*** COLLYER BOATHOUSE SUMMARY OF WORK 01 11 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS SECTION 01 14 00 WORK RESTRICTIONS 1.0 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and generalprovisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. Selected materials and equipment are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. 1.2 CONTRACTOR USE OF PREMISES A. The Contractor shall carry on the Work in the manner which will cause the least interruption to pedestrian and vehicular traffic and permit access of emergency vehicles at all times. B. The Work shall be scheduled and performed in such a manner that at least one lane of traffic will be maintained on all public streets. Two flag persons, equipped with radio communication devices, must be provided for any activity blocking a traffic lane. One lane of traffic must be maintained at all times. Where traffic must cross open trenches, the Contractor shall provide suitable bridges and railings; including pedestrian bridges. C. The Contractor shall maintain 20' minimum fire lane access. D. The Contractor shall post flag persons and suitable signs indicating that construction operations are under way and other warning signs as may be required. E. The Contractor shall safeguard the use by the public and Owner of all adjacent highways, roadways and footpaths, and shall conform to all laws and regulations concerning the use thereof, especially limitations on traffic and the movement of heavy equipment. Access to the site for delivery of construction materials and/or equipment shall be made only at the locations shown in the Contract Documents or approved by the Owner's Representative. F. The Contractor shall immediately remove dirt and debris which may collect on permanent roadways due to the Work. G. The Contractor shall limit the extent of its activities to that area of the site defined on the Contract Drawings as being within the Contract Limit Lines. COLLYER BOATHOUSE WORK RESTRICTIONS 01 14 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS H. For that portion of the Work required under this Contract which must be performed in other than the defined areas both on-site and off, including operations involving delivery and removal of materials, the Contractor shall schedule and coordinate its activities through the Owner's Representative, to meet the approval of the Owner and minimize disruption of the normal scheduled activities of the occupants of adjacent spaces. L It is the Owner's expectation that the Contractor will take protective measures to minimize damage caused by construction activities including, but not limited to, the use of personal lifts, material handling equipment, on-site material storage, etc. All portions of the site, including the staging area and those areas affected by the work, shall be returned to their original condition after completion of Work. Such repair work shall include lawn restoration and reseeding, if required, and shall be included in the Contractor's Guaranty of Work. J. Routes to and from the location of the Work shall be as indicated in the Contract or as directed by the Owner's Representative. Temporary roadways shall be closed only with prior approval of the Owner's Representative. 1.3 PARKING A. The Owner will designate an area for Contractor parking. The Contractor should contact the Project Manager (Tannni Aiken) for additional information. B. Contractor shall cooperate with Cornell Police and/or other police authorities having jurisdiction, as follows: 1. Ensure parking by all employees of the Contractor, subcontractors, material suppliers, and others connected with this project only within construction fence or the designated parking area. 2. Prohibit employees from parking in any other areas, roads, streets, grounds, etc. 3. Discharge any employee refusing to comply with these requirements. 4. Ensure proper transportation of personnel between the designated parking area and the construction site. C. The Contractor shall remove from the parking area and staging area all temporary trailers, rubbish, unused materials, and other materials belonging to the Contractor or used under the Contractor's direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor shall be liable therefore. 1.4 CHANGEOVERS AND CONTINUITY OF SERVICES A. Make all changeovers, tie-ins and removals, etc., of any part of the Work that would affect the continuity of operation of the adjacent services at approved times that will not interfere with the Owner's operations. Secure approval of Owner before proceeding. COLLYER BOATHOUSE WORK RESTRICTIONS 01 14 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS B. Make all necessary temporary connections required to permit operation of the building services and/or equipment. Remove the connections after need has ceased. C. The Contractor may be permitted to make changeovers during normal working hours at the Owner's discretion. Should the Contractor perform this Work outside of normal working hours, no extra payment will be made for resulting overtime expenses. D. When connecting new facilities do not shut off any existing Mechanical/Electrical facilities or services without prior written approval of Owner's Representative. E. The Contractor shall not, except in an emergency condition, shutdown any utility without the express permission of the Owner's Representative. Major, affecting life safety or outside contract limit lines, shutdowns of utilities will be performed by Cornell University to enable Contractor to perform required work. Major shutdowns shall be defined as those affecting life safety or which are outside the project site limits. F. Maintain domestic water and firewater in service at all times. No service may be out for more than twenty-four (24) hours. Maintain firewater flow capability (hose, if necessary) to all buildings and coordinate with Cornell Utilities, Cornell Environmental Health and Safety (EH&S), and City of Ithaca Fire Department. G. All shutdowns to be scheduled a minimum of seven (7) calendar days in advance and requests shall be submitted in writing to the Owner's Representative. H. IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE IS NOT AVAILABLE, THE CONTRACTOR SHALL DIAL 911 IMMEDIATELY. 1.5 OBSTACLES, INTERFERENCE AND COORDINATION A. General 1. PIans show general design arrangement. Install work substantially as indicated and verify exactlocation and elevations; DO NOT SCALE PLANS. 2. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings, changes in elevations, interferences, etc. Make necessary changes in the Work, equipment locations, etc., after notification to the Owner's Representative and Engineer. Obtain approval from same, as part of Contract, to accommodate work to obstacles and interferences encountered. 3. Obtain written approval for all major changes before installing. If requested, submit at least five (5) copies of drawings, detailing all such deviations or changes. COLLYER BOATHOUSE WORK RESTRICTIONS 01 14 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 4. Exposed to view mechanical units, ductwork, conduit, pipes or other building equipment are essential parts of the artistic effect of the building design and shall be installed in locations as shown on the drawings. Conformance to given dimensions and alignments with the structural system, walls, openings, indicated centerlines are a requirement of the Contract and the Contractor shall familiarize himself with the critical nature of proper placement of these items, The Contractor shall notify the Engineer of conflicts which would cause such equipment to be installed in locations other than as indicated on the Drawings. The Contractor shall not proceed with the installation of exposed to view mechanical units, ductwork, conduit, pipes, etc. until all conflicts have been identified by the Contractor and resolutions to conflicts approved by the Engineer. B. Interference 1. Install work so that all items are operable and serviceable and avoid interfering with removal of rails, filters, belt guards and/or operation of doors, etc. Provide easy and safe access to valves, controllers, motor starters and other equipment requiring frequent attention. 1.6 EOUIPMENT ARRANGEMENTS A. Since all equipment of equal capacity is not necessarily of same arrangement, size of construction, these Plans are prepared on basis of one manufacturer as "basis -of -design equipment", even though other manufacturers' names are mentioned. B. If Contractor elects to use specified equipment other than "design equipment" which differs in arrangement, size, etc., the Contractor does so subject to following conditions: 1. Submit detailed drawings indicating proposed installations of equipment and showing maintenance and service space required. 2. If revised arrangement meets approval, make all required changes in the work of all trades, including but not limited to louvers, panels, structural supports, pads, etc. at no increase in Contract. Provide larger motors and any additional control devices, valves, fittings and other miscellaneous equipment required for proper operation of revised layout, and assumes responsibility for proper location of roughing in and connections by other trades. 3. If revised arrangement does not meet approval because of increase in pressure loss, possibility of increase in noise, lack of space or headroom, insufficient clearance for removal of parts, or for any other reason, provide equipment which conforms to Contract Drawings and Specifications. 1.7 SUPPORTS A. The Contractor shall include cost of all materials and labor necessary to provide all supports, beams, angles, hangers, rods, bases, braces, etc. to properly support the Contract Work. All supports, etc. shall meet the approval of the Engineer. COLLYER BOATHOUSE WORK RESTRICTIONS 01 14 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 1.8 EXAMINATION OF PREMISES, DRAWINGS, ETC. A. Before Submitting Proposal 1. Examine all Drawings and Specifications relating to Work of all trades to determine scope and relation to other work. 2. Examine all existing conditions affecting compliance with Plans and Specifications, by visiting site and/or building. 3. Ascertain access to site, available storage and delivery facilities. B. Before Commencing Work on Any Phase or in any Area 1. Verify all governing dimensions at site and/or building. 2. Inspect all adjacent work. C. Tender of Proposal Confirms Agreement 1. All items and conditions referred to herein and/or indicated on accompanying Drawings. 2. No consideration, additional monies or time extensions will be granted for alleged misunderstanding. 1.9 STAND DOWN DATES A. No stand down dates are anticipated. 1.10 WORKING HOURS A. Normal work hours are 6AM-dusk Monday -Saturday except during above noted restrictions. This means that Contractor shall not permit any noise generating activities that could disturb residents to take place outside of these hours. Should any conditions necessitate work to extend beyond these hours — Contractor may submit a detailed written request withreasonable advance notice to Coraxell. Cornell (at its sole discretion) inay issue a written relaxation of the above but Contractor is advised never to assume that it will be granted. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 14 00*** COLLYER BOATHOUSE WORK RESTRICTIONS 01 14 00-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 23 00 Ithaca, New York ALTERNATES SECTION 0123 00 ALTERNATES 1.0 GENERAL 1.1 RELATED DOCUMENTS A. This Section describes the changes to be made under each Alternative. B. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. 1.2 DESCRIPTION OF REQUIREMENTS A. Definition: An alternate is an amount proposed by Bidders and stated on the Bid Form for certain items that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the product, materials, equipment, systems or installation methods described in the Contract Documents. Alternates shall include all overhead, profit and other expenses, including bond costs, in connection therewith. B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted alternate is complete and fully integrated into the Project. C. Notification: Immediately following Contract award, prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to alternates. D. Schedule: A "Schedule of Alternates" is includedat the end of this Section. Include as part of each alternate, miscellaneous devices, accessory objects or similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. 1.3 SCHEDULE OF ALTERNATES A. ALTERNATE NO. 1 Description: Robison Seawall Replacement as detailed in the Contract Documents. 2.0 PRODUCTS -- NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 23 00*** COLLYER BOATHOUSE ALTERNATES 0123 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0125 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS SECTION 0125 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall furnish and install the products specified, under the options and conditions for substitutions stated in this Section. 1.2 DEFINITIONS A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions that are beyond the Contractor's control, such as unavailability of product, or regulatory changes. a. Products that are not available from Contractor's preferred suppliers does not constitute unavailability of product. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. B. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Items salvaged from other projects are not considered new products. Items that are manufactured or fabricated to include recycled content materials are considered new products, unless indicated otherwise. 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. COLLYER BOATHOUSE SUBSTITUTIONS AND 0125 00-1 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS C. Basis -of -Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. 1.3 ACTION SUBMITTALS A. Substitution Requests: Submit indicated number of copies of each Substitution Request Form, attached hereto, for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. In addition to submission of Substitution Request Form, substitutions shall be listed on the Bid Form with description, specification references, and corresponding change in base bid 1.4 PRODUCTS LIST A. Within thirty (30) days after the award of Contract, submit to the Engineer five copies of a complete list of products which are proposed for installation. B. Tabulate the products by listing under each specification section title and number. C. For products specified only by reference standards, list for each such product: I. Name and address of the manufacturer. 2. Trade name. 3. Model or catalog designation. 4. Manufacturer's data: a. Reference standards. b. Performance test data. 1.5 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. COLLYER BOATHOUSE SUBSTITUTIONS AND 01 25 00-2 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0125 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS B. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. 1. Contractor is responsible for providing products and construction methods compatible with other products and construction methods. 2. If a dispute or compatibility issue arises over concurrently selectable but incompatible products, Engineer will determine which products shall be used. 1.6 PROCEDURES A. Coordination: Modify or adjust affected work as necessary to integrate work of accepted substitutions and approved comparable products. 1.7 EQUIVALENTS — APPROVED EQUAL A. Equivalents or Approvals - General 1. The words "similar and equal to", or "or equal", "equivalent" and such other words of similar content and meaning shall for the purposes of this Contract be deemed to mean similar or equivalent to one of the named products. For the purposes of Paragraph A and B of this Section 1.4 and for the purposes of Bidding Documents, the word "products" shall be deemed to be include the words "articles", "materials", "items", "equipment" and "methods". Whenever in the Contract documents one or more products are specified, the words "similar and equal to" shall be deemed inserted. 2. Whenever any product is specified in the Contract documents by a reference to the name, trade name, make or catalog number of any manufacturer or supplier, the intent is not to limit competition, but to establish a standard of quality which the Engineer has determined is necessary for the Project. The Contractor may at its option use any product other than that specified in the Contract Documents provided the same is approved by the Engineer in accordance with the procedures set forth in Paragraph B of this Section 1.4. In all cases the Engineer shall be the sole judge as to whether a proposed product is to be approved and the Contractor shall have the burden of proving, at its own cost and expense, to the satisfaction of the Engineer, that the proposed product is similar and equal to the named product. In making such determination the Engineer may establish such objective and appearance criteria as it may deem proper that the proposed product must meet in order for it to be approved. 3. Nothing in the Contract Documents shall be construed as representing, expressly or implied, that the named product is available or that there is or there is not a product similar and equal to any of the named products and the Contractor shall have and make no claim by reason of the availability or lack of availability of the named product or of a product similar and equal to any named product. 4. The Contractor shall have and make no claim for an extension of time or for damages by reason of the time taken by the Engineer or by reason of the failure of the Engineer to approve a product proposed by the Contractor. COLLYER BOATHOUSE SUBSTITUTIONS AND 01 25 00-3 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0125 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 5. Request for approval of proposed equivalents will be received by the Engineer only from the Contractor. B. Equivalents or Approvals After Bidding 1. Request for approval of proposed equivalents will be considered by the Engineer after bidding only in the following cases: (a) the named product cannot be obtained by the Contractor because of strikes, lockouts, bankruptcies or discontinuance of manufacturer and the Contractor makes a written request to the Engineer for consideration of the proposed equivalent within ten (10) calendar days of the date it ascertains it cannot obtain the named product; or (b) the proposed equivalent is superior, in the opinion of the Engineer, to the named product; or (c) the proposed equivalent, in the opinion of the Engineer, is equal to the named product and its use is to the advantage of the Owner, e.g., the Owner receives an equitable credit, acceptable to it, as a result of the estimated cost savings to the Contractor from the use of the proposed equivalent or the Owner determines that the Contractor has not failed to act diligently in placing the necessary purchase orders and a savings in the time required for the completion of the construction of the Project should result from the use of the proposed equivalent; or (d) the proposed equivalent, in the opinion of the Engineer, is equal to the named product and less than ninety (90) calendar days have elapsed since the Notice of Award of the Contract. 2. Where the Engineer pursuant to the provisions of this Section 1.4 approves a product proposed by the Contractor and such proposed product requires a revision or redesign of any part of the work covered by this Contract, all such revision and redesign and all new Drawings and details required therefore shall be subject to approval of the Engineer and shall be provided by the Contractor at its own cost and expense. 3. Where the Engineer pursuant to the provisions of this Section approves a product proposed by the Contractor and such proposed product requires a different quantity and/or arrangement of duct work, piping, wiring, conduit or any other part of the work from that specified, detailed or indicated in the Contract Documents, the contractor shall provide the same at its own cost and expense. 1.8 CONTRACTOR'S OPTIONS A. For products specified only by reference standard, select any product meeting that standard, by any manufacturer. B. For products specified by naming several products or manufacturers, select any one of products and manufacturers named. 1, Products: a. Restricted List (Products): Where Specifications include paragraphs or subparagraphs titled "Products" or that include the phrase "provide one of the following", and include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. Substitutions may be considered, unless otherwise indicated. COLLYER BOATHOUSE SUBSTITUTIONS AND 01 25 00-4 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0125 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS b. Non -restricted List (Available Products): Where Specifications include paragraphs or subparagraphs titled "Available Products" or that include the phrase "include, but are not limited to, the following", and include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 2. Manufacturers: a. Restricted List (Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Manufacturers" or that include the phrase "provide products by one of the following", and include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. - Substitutions may be considered, unless otherwise indicated. b. Non -restricted List (Available Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Available Manufacturers" or that include the phrase "include, but are not limited to, the following", and include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. 3. Basis -of -Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. a. Restricted List (List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Basis -of -Design Product", and include a list of other manufacturers' names, provide the specified or indicated product or a comparable product by one of the other named manufacturers that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. Substitutions may be considered, unless otherwise indicated. b. Non -restricted List (No List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Basis -of -Design Product", and do not include a list of other manufacturers' names, provide the specified or indicated product or a comparable product by another manufacturer that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. COLLYER BOATHOUSE SUBSTITUTIONS AND 0125 00-5 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0125 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS C. For products specified by naming one or more products or manufacturers and stating "or equal", the Contractor shall submit a request as for substitutions, for any product or manufacturer not specifically named. Such substitution shall have been listed on Bid Form as required in Instructions to Bidders. If not so listed, no substitution will be allowed. D. For products specified by naming only one product and manufacturer, no option and no substitution will be considered unless listed on the Bid Form as provided in the Instructions to Bidders. 1.9 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 21 days prior to time required for preparation and review of related submittals. B. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of contract award. C. Submit a separate request for each substitution in triplicate. Support each request with: 1. Completed "Substitution Request Form" in approved format attached at end of this Section. 2. Complete data substantiating compliance of the proposed substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify: - Product description. Reference standards. - Performance and test data. c. Samples, as applicable. d. Name and address of similar projects on which product has been used, and the date of each installation. 3. An itemized comparison of the proposed substitution with the product specified listing any variations. 4. Data relating to any changes in the construction schedule. • 5. The effect of the substitution on each separate contract of the Project. 6. List any changes required in other work or projects. 7. Designate any required license fees or royalties. 8. Designate availability of maintenance services, and source of replacement materials. COLLYER BOATHOUSE SUBSTITUTIONS AND 0125 00-6 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0125 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS D. Substitutions shall not result in additions to the Contract Sum. E. Substitutions will not be considered as having been accepted when: 1. They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor. 2. They are requested by a subcontractor or supplier. 3. The acceptance will require substantial revision of Contract Documents. F. Substitute products shall not be ordered or installed without written acceptance of the Owner. G. The Owner and the Engineer shall be the sole judges of the acceptability of a proposed substitution. 1.10 COMPARABLE PRODUCTS A. Conditions for Consideration: Contractor's request for approval of comparable product will be considered when the following conditions are satisfied. If the following conditions are not satisfied, Engineer may reject or return requests without action, except to record noncompliance with these requirements. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals, to obtain approval of an unnamed product or manufacturer: 1. Evidence that the proposed product does not require revisions to the Contract Documents that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as perfonnance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the product specified. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of engineers and owners, if requested. 5. Samples, if requested. COLLYER BOATHOUSE SUBSTITUTIONS AND 01 25 00-7 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 1.11 CONTRACTOR'S REPRESENTATION A. In making a formal request for a substitution the Contractor represents that: 1. By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor thereby represents that he has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination with work to be installed later, coordination with information on previous Shop Drawings, Product Data, or Samples and compliance with all the requirements of the Contract Documents. The accuracy of all such information is the responsibility of the Contractor. 2. The Contractor has personally investigated the proposed product and has determined that it is equal to or superior in all respects to that specified. 3. The Contractor will provide the same warranties or bonds for the substitution as for the product specified. 4. The Contractor will coordinate the installation of an accepted substitution into the Work, and will snake such changes as may be required for the Work to be complete in all respects. 5. The Contractor waives all claims for additional costs related to the substitution which may subsequently become apparent. 1.12 ENGINEER'S DUTIES A. Review Contractor's requests for substitutions with reasonable promptness. B. Transmit evaluations and recommendations to the Owner, so that the Owner can notify the Contractor of the decision for acceptance or rejection of the request for substitution. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 25 00*** COLLYER BOATHOUSE SUBSTITUTIONS AND 0125 00-8 SEAWALL REPLACEMENT PRODUCT OPTIONS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS SECTION 0131 19 PROJECT MEETINGS 1.0 GENERAL 1.1 DESCRIPTION A. The Owner will schedule and administer pre -construction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work. 1. Prepare agenda for meetings. 2. Distribute written notice of each meeting four days in advance of meeting date. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include all significant proceedings and decisions. 6. Duplicate and distribute copies of minutes after each meeting. a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. c, To the Engineer. 13. Representatives of Contractor, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. 1.2 PRE -CONSTRUCTION MEETING A. Schedule at least fifteen (15) days after date of Notice to Proceed. 13. Location: A central site, convenient for all parties. C. Attendance: 1. Owner's Representative(s) 2. Contractor(s) 3. Engineer and its professional consultants 4. Commissioning Agent 5. Major Subcontractors 6. Major suppliers COLLYER BOATHOUSE PROJECT MEETINGS 0131 19-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0131 19 Ithaca, New York PROJECT MEETINGS 7. Safety Representatives for the Owner and Contractor 8. Commissioning Agent D. Minimum Agendum: 1. Distribution and discussion of: a. List of major subcontractors and suppliers b. Projected Construction Schedules 2. Critical work sequencing a. Identification of major shut downs and approximate schedule 3. Major equipment deliveries and priorities 4. Project Coordination a. Designation of responsible personnel 5. Procedures and processing of: a. Field decisions b. Proposal requests c. Submittals d. Change Orders e. Applications for Payment f. Requests for Information g. Daily Reports 6. Adequacy of distribution of Contract Documents 7. Procedures for maintaining Record Documents 8. Use of premises: a. Office, work and storage areas b. Owner's requirements c. Job site personnel conduct d. Building access and security COLLYER BOATHOUSE PROJECT MEETINGS 0131 19-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0131 19 Ithaca, New York PROJECT MEETINGS 9. Temporary facilities, controls and construction aids 10. Temporary utilities 11. Safety and first-aid procedures a. Site specific safety plan 12. Security procedures 13. Housekeeping procedures 14. Affirmative Action Plan and Reporting requirements 1.3 PROGRESS MEETINGS A. Schedule regular periodic meetings on the site, not less than once every two weeks throughout the Construction period. B. Attendance: 1. Engineer 2. Engineer's professional consultants when, in the opinion of the Owner, needed 3. General Contractor, including Site Superintendent 4. Owner's Representatives 5. Commissioning Agent, as appropriate to agenda 6. Subcontractors as appropriate to the agenda 7. Suppliers as appropriate to the agenda 8. Safety Representative C. Minimum Agenda: 1. Review, approval of minutes of previous meeting 2. Review percentage of work to be in place by next meeting by individual trades 3. Review of work progress since previous meeting 4. Field observations, problems, and conflicts 5. Problems which impede Construction Schedule 6. Review of off-site fabrication, delivery schedules 7. Corrective measures and procedures to regain projected schedule COLLYER BOATHOUSE PROJECT MEETINGS 0131 19-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 8. Revisions to Construction Schedule 9. Planned progress and schedule, during succeeding work period 10. Coordination of schedules 11. Review submittal schedules; expedite as required 12. Maintenance of quality standards 13. Building Commissioning 14. Review status of all issued proposal requests and change orders 15. Review proposed changes for: a. Effect on Construction Schedule and on completion date b. Effect on other contracts of the Project 16. Other business D. All decisions, instructions, and interpretations given by the Engineer or its representative at these meetings shall be binding and conclusive on the Contractor. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 01 31 19*** COLLYER BOATHOUSE PROJECT MEETINGS 0131 19-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1.1 SUMMARY B. Owner Provided System: The Contractor will utilize the Owner's electronic Project Management (e -PM) system eBuilder on this project. 1. The Owner shall manage the day to day use of the Owner provided ePM system and organize the training, support and maintenance of the ePM Website System for the entire project team for the period of its use on the Project. C. There are no fees to utilize this system. 1.2 RELATED SECTIONS A. General Conditions Article 9 — Coordination and Cooperation. B. Section 01 33 00 — Submittal Procedures 1.3 DEFINITIONS A. ePM: defined as an internet-based information and project comrnunication system that allows the entire project team to collaborate in a centralized and secured repository. All project -specific correspondence, workflow processes, and documentation will be stored and routed within the ePM system. 1.4 PROCEDURES A. Users will be provided a username and password. The Contractor shall log into the e - PM system to enter the Project Documentation listed in section 2.0. All correspondence should be communicated through the e -PM system. B. Training 1. The Owner will hold training sessions to familiarize team members with the system, and all Contractor staff are expected to attend one of these sessions or otherwise receive proper training on the system's use. All cost for personnel time and travel to attend the training as needed shall be included in the contractor's proposal C. The Contractor shall provide on-site his or her own personal computer(s) and personal computer equipment that will allow the Contractor and his/her staff to access and use the ePM Website System in a timely and efficient manner. At a minimum the Contractor is to provide the following equipment and software: 1. Web Browser: with high-speed connection, up/down loading capability COLLYER BOATHOUSE ELECTRONIC PROJECT 0131 50-1 SEAWALL REPLACEMENT MANAGEMENT (ePM) SYSTEM NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0131 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT 2. Color printer and plotter capable of full-size document production 3. Scanner: capable of scanning a high volume of project documents clearly and quickly 4. Digital Camera: (1) single lens reflex (SLR) type camera 5. Portable Document Format (PDF) Reader/writer software D. Contractor shall log on to the ePM Website System on a daily basis, and as necessary to be kept fully appraised of the project developments, correspondence, assigned tasks and other matters that occur on the site. These may include but are not limited to RFI's, action items, meeting minutes, discussion threads, schedule updates, submittals, submittal log, punch list items, daily reports, site photos and/or videos and pre - construction surveys. 1.5 PROCESS OVERVIEW A. The Contractor is required to timely and accurately post, review, respond, and collaborate with other team members using the following features and/or workflow processes within the ePM system. B. Project Team Directory — Contractor shall provide an updated directory of contact information for all companies, subcontractors and project team members who are engaged on this project. C. Request for Information (RFI): All project RFI's will be submitted using the ePM. Website System. Attachments to RFI's (which may include sketches, photographs, documentation, and the like, will be uploaded to the ePM Website System and attached to the RFI electronically. D. Meeting Minutes: Contractor shall enter meeting agendas, records and minutes in the system for all applicable meetings as designated by the Owner. E. General Communications, memorandums and Letters (Project Correspondence): Shall be created in or posted to the ePM Website System in PDF format electronically linked to action items. These action items shall include names of party (ies) required to respond, time frame within which action is to be taken and any solutions the Contractor recommends. F. Drawings and Specifications: The Contract Documents will be posted to the ePM Website System as directed by the Owner. The Owner shall retain the right to assign download rights to active CAD or model files. CAD or model files, in any format, posted to the ePM Website System are for viewing and printing only and cannot be edited. G. Submittals: All submittals shall be fully electronic. Reference Section 01 33 00. H. Submittal Schedule and Log: Contractor shall post and/or update on a daily basis. COLLYER BOATHOUSE ELECTRONIC PROJECT 0131 50-2 SEAWALL REPLACEMENT MANAGEMENT (ePM) SYSTEM NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0131 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT I. Field Reporting: The Contractor shall post and/or update on a daily basis all reports required by other specification sections. These reports include, but are not limited to, daily construction reports, material location reports, unusual event reports, safety and accident reports. J. Project Photographs: Contractor shall upload project photographs to the ePM system, field by date and type including but not limited to: I. General Progress Photographs 2. RFI Issues 3. Non -Conforming Work 4. Special Events 5. As required by individual Specification Sections K. Project Schedule: The contractor shall post, distribute, review, and/or respond to the project schedule, monthly updates, and any other schedule submittals onto the ePM in both native and PDF formats. L. Permits & Approvals: Contractor shall upload and maintain current copies of all permits and agency approvals that relate to the project. M. Issue Tracking: Contractor to log and respond to issues that are related and affect other stakeholders within the project team. N. Quality Assurance: The Owner will issue reports on conforming items in the ePM system. The Contractor is required to review and respond with corrective actions in the system. O. Change Management — Cost Events and Change Orders will be managed by the e -PM system and the Contractor shall be responsible for reporting potential changes and logging Requests for Change Orders in the system. The Contractor shall also upload and manage alI documentation supporting Requested Change Orders. P. Pay Applications Requests (Invoices) — The Contractor shall create and submit invoices for review by the Owner. Once the invoices are agreed to by the Owner then the invoices should be submitted electronically per the instructions for the ePM system. Q. Budget and Cost Management — Contractor to provide estimates and work breakdown structure (WBS) to provide Owner with accurate budget/cost analysis. COLLYER BOATHOUSE ELECTRONIC PROJECT 01 31 50-3 SEAWALL REPLACEMENT MANAGEMENT (ePM) SYSTEM NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT r-� 1.6 ADDITIONAL INFORMATION A. The Owner may change the standards for distribution and process prescribed above as required to suit the project. B. The Owner shall retain ownership of all data entered into either system and shall administrate and distribute all information contained therein. 2.0 PRODUCTS -- NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 01 31 50*** COLLYER BOATHOUSE ELECTRONIC PROJECT 0131 50-4 SEAWALL REPLACEMENT MANAGEMENT (ePM) SYSTEM NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY A. The Contractor shall, within 5 clays after award of the Contract, prepare and submit to the Owner estimated construction progress schedules for the entire Work, with sub - schedules of related activities which are essential to the progress of the Work. B. Conferences will be held with the Engineer, Owner and Contractor at the start of the project to agree mutually on a progress schedule which must be diligently followed. C. Submit revised progress schedules periodically and when requested to do so by Owner. D. Submit to Owner and Engineer a cash flow projection in accordance with Schedule of Values. E. Submit electronic versions of all schedules, including updates, as well as all back-up to the submitted schedules. 1.2 FORM OF SCHEDULES A. Prepare Network Analysis system, or prepare schedules in the form of a horizontal bar chart. 1. Provide separate horizontal bar for each trade or operation. 2. Horizontal time scale: Identify the first work day of each week. 3. Scale and spacing: To allow space for notations and future revisions. B. Forint of listings: The chronological order of the start of each item of work. C. Identification of listings; By specification section numbers. 1.3 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning, and completion of, each major element of construction. Specifically list: a. Site clearing b. Site utilities COLLYER BOATHOUSE CONSTRUCTION 01 32 16-1 SEAWALL REPLACEMENT SCHEDULE NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE c. Foundation work d. Structural framing e. Subcontractor work f. Equipment installations g. Finishes h. Pre -Installation meetings 3. Show projected percentages of completion for each item, as of the first day of each month. 4. Show estimated dates for the beginning and completion of work which must be completed by or coordinated with the Owner such as hazardous materials abatement, moving, training and other such items as they are identified. B. Submittals Schedule for Shop Drawings, Product Data and Samples: Confer with the Engineer and agree on all elements of the Submittals Schedule. The schedule will be based on the understanding that minimum turn -around time in the Engineer's office is ten (10) working days. Some submittals or groups of submittals may take longer to review. Submittals which do not conform to the agreed schedule may be subject to delays in processing. Show: 1. The dates for Contractor's submittals. 2. The dates reviewed submittals will be required from the Engineer. 3. Confirmed lead time for manufacturing, production, fabrication and shipment to the project site of all materials which have an impact on the critical path of the Project's construction schedule. L4 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission. B. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. COLLYER BOATHOUSE CONSTRUCTION 0132 16-2 SEAWALL REPLACEMENT SCHEDULE NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE 3. The effect of changes on schedules of other prime contractors. 1.5 SUBMISSIONS A. Submit initial Construction Progress Schedules within five (5) calendar days after award of Contract. 1. Owner will review schedules and return review copy within three (3) days after receipt. 2. If required, resubmit within five (5) days after return of review copy. B. Submit progress revision schedules to accompany each application for payment. C. Submit Submittals Schedule within ten (10) calendar days after date of commencement of work. D. Submit one reproducible transparency and one opaque reproduction. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION 3.1 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Owner Job Site personnel 2. Subcontractors 3. Other concerned parties B. Instruct recipients to report to the Contractor, in writing, any problems anticipated by the projections of the schedule. ***END OF SECTION 0132 16*** COLLYER BOATHOUSE CONSTRUCTION 0132 16-3 SEAWALL REPLACEMENT SCHEDULE NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0132 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION SECTION 0132 33 PHOTOGRAPHIC DOCUMENTATION 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall provide existing condition photographs taken before commencement of Work, progress photographs taken periodically during progress of the Work, and final photographs upon completion and full occupancy of the building. 1.2 SUBMITTALS A. Progress Submittals 1. Key Plan: Submit key plan of Project area and building with notation of vantage points marked for location and direction of each photograph. 2. Submit digital photograph electronic files, organizationally filed by week. 3. Submit image files within five days of taking photographs. 4. Each photograph shall be identified with project title, date, and a description of the view, B. Closeout Submittals 1. Record Photograph Submittal Format: Compile all photographs taken throughout the work and submit in CD format. Submit one CD to Engineer and one CD to Owner. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION 3.1 EXISTING CONDITION PHOTOGRAPHS A. Before commencement of selective demolition, take photographs of Project area and surrounding areas, including existing items to remain during construction. 3.2 PROGRESS PHOTOGRAPHS A. Photographs shall be taken weekly in a manner which completely documents the work. B. The photographs shall be submitted to the Owner at the end of the first week for review. COLLYER BOATHOUSE PHOTOGRAPHIC 0132 334 SEAWALL REPLACEMENT DOCUMENTATION NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0132 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION 3.3 FINAL COMPLETION PHOTOGRAPHS A. Photographs shall be taken in a manner which completely documents the completed work, for submission as project record documents. ***END OF SECTION 0132 33*** COLLYER BOATHOUSE PHOTOGRAPHIC 01 32 33-2 SEAWALL REPLACEMENT DOCUMENTATION NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES SECTION 0133 00 SUBMITTAL PROCEDURES 1.0 GENERAL 1.1 DESCRIPTION A. Section includes administrative and procedural requirements for submittals, including the following: 1. Shop Drawings 2. Product Data 3. Samples 4. Quality Assurance and Quality Control Submittals 5. Coordination Drawings 6. Certification of Asbestos free products B. Designate in the construction schedule, and/or in a separate Submittals Schedule, the dates for submission and the dates reviewed Shop Drawings, Product Data and Samples will be needed. C. With the exception of physical samples and color charts, or as otherwise approved by the Owner, alI submittals shall be electronic images in PDF format created electronically (saved with commenting allowed) which shall be submitted for review and approval via the electronic project management web site. PDFs shall be created directly from the native file format electronically. Scanning of paper to PDF shall be used minimally. Any non- electronic submittals shall be approved on a case by case basis and logged into the electronic management system as directed by a Cornell representative. 1.2 SHOP DRAWINGS A. Drawings shall be newly prepared information drawn accurately to scale by skilled draftsmen and presented in a clear and thorough manner. 1. Highlight, encircle, or otherwise indicate deviations from Contract Documents. 2. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings. 3. Standard information prepared without specific reference to Project is not Shop Drawing. COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-1 SEAWALL REPLACEMENT NOVEMBER•21, 2014 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurements. 6. Submittal: a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. b. Maintain returned print as a "Record Document". 1.3 PRODUCT DATA A. Product Data includes brochures, diagrams, standard schedules, performance charts, and instructions that illustrate physical size, appearance and other characteristics of materials and equipment. All submittals shall identify all products as being asbestos free, see Section 01 35 29. B. Collect Product Data into a single submittal for each element of construction or system, 1. Clearly mark each copy to show applicable choices and options. Failure to do so with result in rejection of the submission. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. 5. Where Product Data includes information on products that are not required, eliminate or mark through information that does not apply. 6. Supplement standard information to provide information specifically applicable to the Work. 7. Preliminary Submittal: Submit single copy of Product Data where selection of options by Engineer is required. 8. Submittals: COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. b. Maintain one (1) copy as a "Record Document". 1.4 SAMPLES A. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. B. Submit fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. 1. Mount or display Samples in manner to facilitate review of qualities indicated. 2. Identify Samples with generic description, product name, and name of manufacturer. 3. Submit Samples for review and verification of size, kind, color, pattern, and texture. 4. Where variation in color, pattern, texture, or similar characteristics is inherent in material or product represented, submit at least three (3) multiple units that show approximate limits of variations. 5. Preliminary Submittals: Submit one (1) full set of choices where Samples are submitted for Engineer's selection of color, pattern, texture, or similar characteristics from a range of standard choices. 6. Submittals: a. Submit four (4) sets for Engineer's review. Engineer will return at least one (1) set marked with action taken. Maintain sets of Samples, as returned, at Project Site, for quality comparisons throughout course of construction. Additionally, for electronic transmittal, photograph sample and its label and attached to the submittal from electronically via the electronic project management. 1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS A. Quality assurance and quality control submittals include design data, test reports, certifications, manufacturer's instructions, and manufacturer's field reports. B. Professional design services or certifications: Where Contract Documents require professional design services or certifications by a design professional, Contractor shall cause such services or certifications to be provided by a qualified design professional, whose registration seal shall appear on drawings, 'calculations, specifications, certifications, Shop Drawings, and other submittals prepared by such professional. Engineer shall be entitled to rely upon adequacy, accuracy, and completeness of services, certifications, or approvals performed by such design professionals. C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies as specified in the Contract Documents. COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES D. Manufacturer's instruction: Preprinted instructions concerning proper application or installation of system or product. E. Manufacturer's field reports: Reports documenting testing and verification by manufacturer's field representative to verify compliance with manufacturer's standards or instructions. F. Submittals: I , For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. 2. Maintain one (1) additional copy as "Record Document". 1.6 CONTRACTOR RESPONSIBILITIES A. Review submittals for compliance with Contract Documents and approve submittals prior to transmitting to the Engineer. B. Specifically record deviations from Contract Document requirements, including minor variations and limitation. Comply with requirements of Section 01 25 00 Substitutions and Product Options. C. Contractor's approval of submittals shall indicate that the Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information within each submittal with requirement of the Work and Contact Documents. Field conflicts which arise from the contractor's failure to fully review and approve submittals before ordering equipment, will result in the contractor being burdened with all costs to remediate the situation. D. Contractor shall be responsible for: 1. Compliance with the Contract Documents 2. Confirming and correlating quantities and dimensions 3. Selecting fabrication processes and techthques of construction. 4. Coordination of the work represented by each submittal with other trades. 5. Performing the work in a safe and satisfactory manner. 6. Compliance with the approved Construction Schedule. 7. All other provisions of the agreements. E. It is understood that the Engineer's notation on the submittals is not to be construed as an authorization for additional work or additional cost. F. If any notations represent a change to the Contract Sum, submit a cost proposal for the change in accordance with procedures specified before proceeding with the work. COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES G. It is understood that the Engineer's notation on the submittal is not to be construed as approval of colors. Make all color -related submittals at one time. H. Notify the Engineer by letter of any notations made by the Engineer which the Contractor finds unacceptable. Resolve such issues prior to proceeding with the Work. I. Begin no fabrication of work until all specified submittal procedures have been fulfilled. J. Do not submit shop drawings, product data or samples representing work for which such submittals are not specified. The Engineer shall not be responsible for consequences of inadvertent review of unspecified submittals. K. The review of shop drawings shall not relieve the Contractor of the responsibility for proper construction and the furnishing of materials and labor required even though the same may not be indicated on the review shop drawings. L. Certify that only asbestos free material is used in the execution of all work. Reference Section 01 35 39 1.7 SUBMITTAL PROCEDURES A. Coordination 1. Coordinate submittals with performance of construction activities in accordance with the Submittal Schedule approved by the Engineer and Owner. 2. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. 3. Prepare and transmit each submittal in accordance with the Submittals Schedule, agreed to by all entities involved. 4. Prepare, review, approve and transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 5. Engineer's Review: Allow five (5) working days for Engineer's initial processing of each submittal requiring the Engineer's review and response, except for longer periods required as noted below, and where processing must be delayed for coordination with subsequent submittals. The Engineer will advise the Contractor promptly when it is determined that a submittal being processed must be delayed for coordination. Allow five (5) working days for Engineer's reprocessing of each submittal. Notify the Engineer when processing time for a submittal is critical to the progress of the work, and the work would be expedited if its processing time could be shortened. 6. Allow time for reprocessing each submittal. 7. No extension of Contract Time will be authorized because of failure to prepare submittals sufficiently in advance of Work to permit processing. 8. Submittals made which do not conform to the schedule are subject to delays in processing by the Engineer. COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES 9. Refer to Section 01 32 16 Construction Schedules for requirements of the Submittals Schedule, 10. Failure of the Contractor to obtain approval of Shop Drawings shall render all work thereafter performed to be at Contractor's sole risk, cost and expense. 13. Submittal Preparation 1. Place permanent label or title block on each submittal for identification. 2. Indicate name of entity that prepared each submittal on label or title block. 3. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp, initialed or signed, certifying to review of submittal, action taken, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. 4. Include following information on label for processing and recording action taken. a. Project name and number. b. Date of submission and the dates of any previous submissions. c. Contract identification. d. Naive of Engineer. e. Name and address of Contractor. f. Name of subcontractor. g. Name of manufacturer. h. Name of supplier. i. Drawing, detail or specification references, including section number, as appropriate to clearly identify intended use of product. j. Field dimensions, clearly identified as such. k. Relation to adjacent or critical features of the work or materials. 1 Applicable standards, such as ASTM or Federal Specification numbers. m. A blank space for the Engineer's stamps. 5. Identification of revisions on re -submittals, other than those noted by the Engineer on previous submittals. 6. Shop drawings with the comment "by others" are not acceptable. All such work must specifically identify the related responsible subcontractor. COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-6 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES C. Submittal Transmittal 1. Package each submittal appropriately for transmittal and handling. 2. Transmit each submittal using a transmittal form. 3. On transmittal, record relevant information including deviations from Contract Document requirements, including minor variations and limitations. 4. Transmit submittals via the electronic project management system to Engineer unless otherwise noted or directed. 5. Where noted or directed, transmit submittals via the electronic project management system to Engineer's consultant and forward copy of transmittal form to Engineer. L8 RECORD SUBMITTALS A. Provide a record copy of the submittal to the Commissioning Agent in electronic format. . Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the "as -installed" system. Provide document in PDF format. B. Record copy of the submittal must be forwarded to the Commissioning Agent within fourteen (14) calendar days of the final approved submittal. C. Provide a record copy of the submittal (hard and electronic format) for the O&M Manual. 1.9 RESUBMISSION REQUIREMENTS A. Make any corrections or changes noted on previous submittals. B. Shop Drawings and Product Data: 1. Revise initial drawings or data, and resubmit as specified for the initial submittal. 2. Indicate any changes which have been made other than those noted by the Engineer. C. Samples: Submit new samples as required for initial submittal. 1.10 ENGINEER'S DUTIES A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this Section. B. Notations on the. Submittal Review Stamp mean the following: 1. "No Exception" indicates that no deviations from the design concept have been found and Work may proceed. 2. "Make Corrections Noted" indicates that deviations from the design concept which have been found are noted, and the Contractor may proceed accordingly. COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-7 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0133.00 Ithaca, New York SUBMITTAL PROCEDURES 3. "Revise and Resubmit" or "Rejected" indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Engineer's notations; resubmit without delay. Repeat if necessary to obtain different action mark. C. Informational Submittals: Submittals for information or record purposes, including Quality Assurance and Quality Control Submittals, and Material Safety Data Sheets (MSDS), will not require responsive action by the Engineer. 1. Engineer will forward informational submittals without action. 2. Engineer will reject and return informational submittals not in compliance with Contract Documents. D. Incomplete Submittals: Engineer will return incomplete submittals without action. E. Unsolicited Submittals: Engineer will return unsolicited submittals to sender without action. F. Return submittals to Contractor for distribution, or for resubmission. 1.11 DISTRIBUTION A. Distribute reviewed Shop Drawings and copies of Product Data when possible via the electronic project management system to: 1. Job site file 2. Record Documents file 3. Subcontractors 4. Installers S. Suppliers 6. Manufacturers 7. Fabricators 8. Engineer 9. Owner B. Do not permit use of unmarked copies or rejected copies of submittals in connection with construction at Project Site or elsewhere where Work is in progress. 2.0 PRODUCTS-- NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 0133 00*** COLLYER BOATHOUSE SUBMITTAL PROCEDURE 0133 00-8 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY SECTION 0135 29 GENERAL HEALTH & SAFETY 1.0 GENERAL 1.1 DESCRIPTION A. This Section provides requirements for general health and safety during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. B. In addition to the requirements of this Section, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. 1.2 CONTRACTOR'S SAFETY PLAN A. The Contractor will submit a site Safety Plan for review by Cornell University before commencement of work on the site. The safety plan should address site specific safety concerns related directly to the Work being done. The following safety plan review checklist is provided to assist contractors in tailoring their safety plan to the Work. Safety plans that inadequately address safe operations and equipment will be returned for resubmission. Failure to submit an appropriate site safety plan may result in denial of the payment. B. In addition, Contractor shall provide the names and contact information for all site safety personnel, including the Site Health and Safety Officer. 1.3 ASBESTOS A. All products provided for use in construction at Cornell University are to be free of asbestos. At Substantial Completion, prior to beneficial service, the Contractor shall provide a signed certification form "Exhibit AC" stating that all Contractor supplied & installed products are 100% asbestos free. The Contractor has to attach applicable Safety Data Sheets/ Material Safety Data Sheets for each product documenting a 100% asbestos free status. The University may provide random testing of products for asbestos content. Any Contractor installed product found to contain asbestos shall be classified as defective work. Defective work shall be corrected by the Contractor as specified in the General Conditions. B. Attached for the Contractor's information are lead based paint and asbestos reports which represent samples taken within the building. C. Based on the above and in accordance with the Contract Documents, removal and disposal of material containing asbestos is not anticipated. COLLYER BOATHOUSE GENERAL HEALTH & SAFETY 0135 29-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY 1.4 LEAD A. Building may contain lead based paint. The Contractor shall protect workers in accordance with OSHA regulations. The Contractor selects the means and/or methods to address the presence of lead based paint, and must concurrently protect its workers based on the Contractor's means and/or methods. Lead was a common ingredient in paint until 1978. . The Contractor is required to submit a lead plan that is site specific, indicating that the protective measures the Contractor proposes meet the OSHA standard 1926.62 "Lead in Construction Standards". This site specific plan should address the particular methods the Contractor intends to protect its workers, the building occupants and the building structure based on its selection of addressing the presence of lead based paint. 1.5 ANIMAL USE FACILITIES -HAZARD COMMUNICATION A. Certain facilities at Cornell may be used for research, testing or teaching with animals. Some individuals may be at greater risk for health symptoms and effects from direct or indirect exposure to animals. Individuals with medical conditions such as immunocompromised health status, allergies, pregnancy or anticipated pregnancy may be at greater risk. It is the responsibility of the Contractor to inform their employees of associated potential risks and take appropriate action with respect to their health and safety, Questions regarding the presence of animals in a specific facility may be directed to the Owner's Representative or Facility Manager. 1.6 SITE VISITS A. The undertaking of periodic Site Visits. by Engineers or the Owner shall not be construed as supervision of actual construction, or make then responsible for the safety of all persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or its Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. 1.7 CONFINED SPACE A. The Contractor shall be responsible for the identification of confined space in accordance with OSHA requirements. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED COLLYER BOATHOUSE GENERAL HEALTH & SAFETY 0135 29-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY Ithaca, New York SECTION 0135 29 GENERAL HEALTH & SAFETY Job - Specific Safety Manual Checklist Jobsite Name: Job No: General Contractor: Jobsite Location: Subcontractor: Scope of Work: Prime Contractor: Completed by: Shops: Date: Standard Subpart C - General Provisions 1926.20 - .35 Subpart D - Occupational Health & Environmental. Controls 1926.50 - .66 Gases, Vapors, Fumes, Dusts, Mists 1926.55 Lead 1926.62 Subpart E - Personal Protective Equipment 1926.95 - .107 Subpart F — Fire Protection & Prevention 1926.150 - .159 Subpart G — Signs, Signals and Barricades 1926.200 - .203 Subpart H — Materials Handling, Storage, Use & Disposal 1926.250 - .252 Subpart 1— Tools — Hand & Power 1926.300 - .307 Subpart J — Welding & Cutting 1926.350 - .354 Subpart K — Electrical 1926.400 - .449 Applies Designated to this Competent Contractor? Person YIN (employee name) COLLYER BOATHOUSE GENERAL HEALTH & SAFETY 0135 29-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY Standard Applies Designated ,,- to to this Competent Contrac.L Person YIN (employee name) Subpart L -- Scaffolds 1926.450 - .454 Subpart M — Fall Protection 1926.500 - .503 Subpart N — Cranes, Derricks, Hoists, Elevators, & Conveyors 1926.550 - .556 Subpart P — Excavations 1926.650 - .652 Subpart Q — Concrete & Masonry Construction 1926.700 - .706 Subpart R — Steel Erection 1926.750 - .761 Subpart S — Tunnels, Shafts, Caissons, Cofferdams, & Compressed Air 1926.800 - .804 Subpart T -- Demolition 1926.850 - .860 Subpart U — Blasting & Use of Explosives 1926.900 - .914 Subpart V — Power Transmission & Distribution 1926.950 - .960 Subpart X — Stairways & Ladders 1926.1050 - .1060 Subpart Y — Commercial Diving Operations 1926.1071 — 1090 Recordkeeping — 1926.1091 - .1092 Subpart Z — Toxic and Hazardous Substances 1926.1100 - .1152 COLLYER BOATHOUSE GENERAL HEALTH & SAFETY 0135 29-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION 115 GENESEE STREET CHITTENANGO, NEW YORK 13037 Phone (315) 687.9435 Fax (315) 687-7284 LIMITED ASBESTOS AND LEAD PRE -RENOVATION SURVEY REPORT PROJECT LOCATION CORNELL UNIVERSITY COLLYER BOATHOUSE SEAWALL PROJECT ITHACA, NEW YORK COLLYER BOATHOUSE PREPARED FOR CORNELL UNIVERSITY 116 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853 PREPARED BY ECMC 115 GENESEE STREET CHITTENANGO, NEW YORK CORNEL UNIVERSITY WO# 7575209 ECMC PROJECT NO. 14553 BUILDING CODE: 2612 REPORT DATE: November 18, 2014 ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION November 18, 2014 Mr. Dale Houseknecht Cornell University 116 Humphreys Service Building Ithaca, New York 14853 • Re: Limited Asbestos and Lead Pre -Renovation Survey Report Cornell University Collyer Boathouse - Seawall Project Ithaca, New York Cornell University WO# 7575209 Building Code: 2612 ECMC Project Number: 14553 Dear Mr. Houseknecht: Please find enclosed the limited asbestos pre -renovation survey report for the referenced locations, which at a minimum should be distributed as follows: One (1) completed copy of the report must be retained for your files. One (1) copy of the completed report must be submitted to the Iocal government entity charged with issuing a permit for demolition, renovation, remodeling or repair work under applicable state or Iocal laws or, if no such permit is required, to the town or city clerk where the buildings are located. And one (1) completed copy of the completed report must be kept on site for the duration of the project. If you have any questions please feel free to contact me at (315) 687-9435. Sincerely, ENVIRONMEN A COMPLIANCE MANAGEMENT CORPORATION Timothy Kohanski Senior Industrial Hygienist Attachments ll P.O. Box 86 Q 115 Genesee Street Q Chittenango, NY 13037 Phone (315) 687-9435 © Fax (315) 687-7284 www.ecmcorp.net TABLE OF CONTENTS 1.0 DISCLAIMER 1 2.0 EXECUTIVE SUMMARY 2 3.0 INTRODUCTION 4 4.0 ASBESTOS BULK SAMPLING PROCEDURES 4 5.0 SAMPLE ANALYSIS 4 6.0 SUMMARY OF FINDINGS 5 List of Tables Table 6.1 - Asbestos Bulk Sample Summary 5 Table 6.2 -- Asbestos Containing Materials Summary 5 Table 6.3 - Lead Paint Chip Sample Summary 6 Appendices Appendix A: Lead and Bulk Sample Documentation • Asbestos Laboratory Analysis Report • Bulk Sample Data Log • Lead Laboratory Analysis Report • Lead Sample Data Log Appendix B: Project Photographs Appendix C: Credentials • Laboratory Certifications • Asbestos Personnel Certification • Asbestos Handling License Limited Asbestos Containing Materials and Lead -Based Paint Sampling Services Report ECMC Project No. 14553 Cornell University WO # - 7575209 Building Code: 2612 Report Date: November 18, 2014 1.0 DISCLAIMER Collyer Boathouse Seawall Project Cornell University Ithaca, New York Environmental Compliance Management Corporation (ECMC) has prepared this report at the request of its client, Cornell University. The findings presented in this report are based on observations made in the field and are relevant to the date of the site work. Bulk samples of suspect materials were collected from accessible areas. ECMC is not responsible for materials that were not accessible or materials that required destructive sampling for the purposes of access. If additional suspect materials are discovered prior to or during renovation and/or demolition activities, these materials must be assumed to be ACM and/or LBP or undergo laboratory analysis in accordance with applicable rules and regulations to prove otherwise. ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION 111 Limited Asbestos Containing Materials and Lead -Based Paint Sampling Services Report ECMC Project No. 14553 Cornell University WO # - 7575209 Building Code: 2612 Report Date: November 18, 2014 2.0 EXECUTIVE SUMMARY Collyer Boathouse Seawall Project Cornell University Ithaca, New York ECMC was retained by Mr. Dale Houseknecht of Cornell University to perform a limited pre - renovation survey for suspect ACM and Lead associated with the Seawall Project at Collyer Boathouse, which is located in Ithaca, New York. Mr. Michael Benson is a New York State certified Asbestos Building Inspectors for ECMC, and conducted the referenced services. The applicable asbestos certification has been included in Appendix C of this report. The services provided included the following: • Review of available records for reference to ACM and LBP - (None Available); • Visual survey of painted surfaces of the referenced rooms, as directed by the client, to identify suspect ACM and LBP; • Collection of.representative samples of suspect ACM and LBP; • Analysis of samples by an independent accredited laboratory; and • Preparation of a written report. Fieldwork for the referenced services was performed on November 11, 2014. A total of two (2) suspect ACM samples were collected and submitted to AmeriSci New York (AmeriSci) for laboratory analysis and three (3) suspect LBP samples were collected and submitted to Accurate Analytical Testing, LLC (Accurate Analytical) for laboratory analysis. The following was identified: The following information is a summary of survey efforts: Survey Date: November 11, 2014 ECMC's Asbestos Inspector(s): Mike Benson Laboratory: Laboratory: AmeriSci New York Accurate Analytical Testing Number of Asbestos Samples Collected Number of Lead Samples Collected 3 • Drain Pipe No samples were determined to be LBP in accordance with the USEPA definition (paint or other surface coatings that contain lead equal to or greater than 1.0 mg/cm2, 0.5% by weight or 5,000 mg/kg. ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION IN Limited Asbestos Containing Materials and Lead -Based Paint Sampling Services Report ECMC Project No. 14553 Cornell University WO # - 7575209 Building Code: 2612 Report Date: November 18, 2014 The following is a list of Suspect ACM identified during survey efforts: Material s Drain Pipe Photo # 1 &2 Photos can be found in Appendix B of this report. Collyer Boathouse Seawall Project Cornell University Ithaca, New York Non -ACM Non -Suspect ACM identified during survey efforts included: Please note various materials may be encountered during survey efforts that do not require assessment and sampling. Such materials may include carpeting, masonry block, Armaflex, glass, metal, fiberglass, and concrete. Survey efforts were performed based on Cornell personnel's discussion with ECMC's asbestos inspector about the scope of the project. Suspect ACM that could potentially be impacted during the course of the project were included in the survey. Materials that were not considered suspect ACM were noted and listed above. Details concerning sample locations, laboratory analysis, and consultant credentials are included in this report. ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION Limited Asbestos. Containing Materials and Lead -Based Paint Sampling Services Report ECMC Project No. 14553 Cornell University WO # - 7575209 Building Code: 2612 Report Date: November 18, 2014 3.0 INTRODUCTION Collyer Boathouse Seawall Project Cornell University Ithaca, New York ECMC was retained by Mr. Dale Houseknecht of Cornell University to perform a limited pre - renovation survey for suspect ACM and Lead associated with the Seawall Project at Collyer Boathouse, which is located in Ithaca, New York. The objective of the survey was to identify ACM and Lead Based Paint associated with the referenced project so that appropriate considerations can be made prior to renovation activities. The New York State Department of Labor (NYSDOL) Industrial Code Rule 56 (12NYCRR, Part 56) and the USEPA Regulation 40 CFR 61, Subpart M, National Emission Standard for Hazardous Air Pollutants (NESHAP) require the removal of ACM from a building or structure prior to renovation and/or demolition activities. This survey was performed in general accordance with these requirements. 4.0 ASBESTOS BULK SAMPLING PROCEDURES The asbestos bulk sampling procedure utilized by ECMC is designed to collect test samples of materials suspected to contain asbestos. Each individual type of material as delineated by color, texture, pattern and location will be referred to as a homogeneous sampling area. Each homogeneous area was sampled and assessed independently of each other. The procedure for collecting a bulk sample entails complete penetration and removal of all layers of the suspect material, while at the same time, minimizing damage. The sampling procedure begins with complete wetting of the sampling area. A core section is then cut from the material and placed in a sealed, airtight sample container and the exposed area is then stabilized or patched. The sampling tool is then wet wiped and decontaminated with a disposable towel. 5.0 SAMPLE ANALYSIS Each labeled sample is submitted along with custody documentation to a certified laboratory for analysis. The testing laboratories are approved under the New York State Department of Health (NYSDOH) - Environmental Laboratory Approval Program (ELAP). The National Institute of Standards and Technology (NIST) - National Voluntary Laboratory Approval Program (NVLAP), also approve AmeriSci New York. AmeriSci (NYSDOH ELAP No. 11480) performed the laboratory analysis of asbestos friable samples (materials that can be crushed or reduced to powder by hand pressure) using Polarized Light Microscopy with Dispersion Staining (PLM/DS) in accordance with NYSDOH ELAP Method 198.1. Non -friable organically bound (NOB) samples such as floor tile and roofing undergo gravimetric reduction and are then analyzed using PLM/DS. Samples testing positive for asbestos are reported as such. Transmission Electron Microscopy (TEM) analysis must be used to confirm NOB samples testing negative for asbestos (less than 1% asbestos by weight). This procedure follows NYSDOH ELAP Methods 198.4 & 198.6 and was also performed by AmeriSci New York. ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION Limited Asbestos Containing Materials and Lead -Based Paint Sampling Services Report ECMC Project No. 14553 Cornell University WO # - 7575209 Building Code: 2612 Report Date: November 18, 2014 6.0 SUMMARY OF FINDINGS Collyer Boathouse Seawall Project Cornell University Ithaca, New York No building records pertaining to the presence or absence of ACM were available for review at the time of the survey. The survey included the collection and analysis of 2 bulk samples that identified the following: • Drain Pipe Table 6.1 summarizes the bulk samples collected, which includes the analytical results. Table 6.1 - Asbestos Bulk Sample Summary :AMEN mB a �.. � '�=�r.401 DESCRIPTION.... Tr L DES q r SAM SLE LOCATION BESFOS S 14553.01A Drain Pipe Seawall -West Side 19.0%Chrysotile 14553-01B Drain Pipe Seawall -West Side NA/PS dlP NAD = No Asbestos Detected Trace Asbestos = <025% Asbestos Content NA/PS r4: Not Analyzeositive Stop Table 6.2 summarizes the general locations, approximate quantities, apparent conditions, and friability of known and/or assumed ACM identified in the referenced areas. Table 6.2 - Asbestos -Containing Materials �� TERM . - ��1PPROCyCR1 �.= LOCATION! B L Ala- EF�AMPLE# ; Drain Pipe Seawall -West Side Unknown Fair NF 14553-1A,B Note: The following applies to the table above: Approx. Quantity: If = linear feet sq.ft. = square feet ea = each COND.: Good: Material with no visible damage or deterioration, or showing only very limited damage or deterioration. Fair: <25% Localized Damage or <10% Distributed Damage. Poor; ?25% Localized Damage or >_10% Distributed Damage. Friability: F = friable NF = non -friable It must be noted that the quantities of ACM provided above are estimates of the actual materials present that were available for inspection and assessment. Asbestos abatement contractors should verify these quantities prior to submitting cost estimates for abatement. ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION Limited Asbestos Containing Materials and Lead -Based Paint Sampling Services Report ECMC Project No. 14553 Cornell University WO # - 7575209 Building Code: 2612 Report•Date: November 18, 2014 Lead -Based Paint Collyer Boathouse Seawall Project Cornell University Ithaca, New York No building records pertaining to LBP were available for review at the time of the sampling event. Representative samples of paint scheduled to be impacted by the upcoming renovation/demolition project were collected. Samples were submitted to Accurate Analytical (NYSDOH ELAP No. 11864) for laboratory analysis. Accurate performed laboratory analysis using USEPA Method 6010B: Inductively Coupled Plasma -Atomic Emission Spectrometry. Table 6.3 - Lead Paint Chip Sample Summary ```'SAMPLE ,. r „. !iUMBER; MHTERIAL � � -- = : D_ESCRIPTIONi � `'ON }� � rSAM.. 1_OCATION � -teams � � LEAD CONTENT {� �%bwetght) 14553-01 L Paint, White Exterior on Concrete µ 0.0032 14553-02L Paint, Red Exterior on Concrete 0.0703 14553-03L Paint, Black Exterior on Concrete 0.0030 No samples were determined to be LBP in accordance with the USEPA definition (paint or other surface coatings that contain lead equal to or greater than 1.0 mglcm2, 0.5% by weight or 5,000 mg/kg. It should be noted that the OSHA regulates materials containing any amount of lead. As defined in OSHA 29 CFR 1926.62 a material containing any level of lead as "lead containing" and is therefore regulated under the OSHA construction industry standard, which applies to "all construction work where an employee may be occupationally exposed to lead". ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION APPENDIX A Laboratory Analysis Report and Chain -Of -Custody Documentation AMER/Sc/ \Awas, To: Fax #: Please Reply To: AmeriSci New York 117 EAST 30TH ST. NEW YORK, NY 10016 TEL: (212) 679-8600 • FAX: (212) 679-3114 FACSIMILE TELECQPY TRANSMISSION Chuck Kirch Environmental Compliance Management Corp. (315) 687-7284 Email: mikew@ccmcorp.net,labresults@ecmcorp.net Date: Wednesday, November 12, 2014 Time: 16:42:50 Comments: From: AmeriSci Job #: Subject: Client Project: Number of Pages: Karol H. Lu 214112347 ELAP-PLM-FRIABLE 24 hour Res 14553; Cornell; Collyer Boathouse Bldg. #2612 3 (including cover sheet) CONFIDENTIALITY NOTICE: Unless otherwise indicated, the information contained in this communication is confidential information intended for use of the individual named above. If the reader of this communication is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is prohibited. If you have received this communication in error, please immediately notify the sender by telephone and return the original message to the above address via the US Postal Service at our expense. Preliminary data reported here will be verified before final report is issued. Samples are disposed of in 60 days orunless otherwise instructed by the protocol or special instructions in writing. Thank you. Certified Analysis Service 24 Hours A Day • 7 Days A Week Competitive Prices visit oar web site • www.amertscl.ceja Boston • Los Angeles • New York • Richmond AMER! SCI AmeriSci New York 117 EAST 30TH ST. NEW YORK, NY 10016 TEL: (212) 679-8600 • FAX: (212) 679-3114 PLM Bulk Asbestos Report Environmental Compliance Management Date Received 11/12/14 AmeriSci Job # 214112347 Attn: Chuck Kirch Date Examined 11/12114 P.O. # 115 Genesee Street ELAP # 11480 Page 1 of 1 P. 0. Box 86 RE: 14553; Cornell; Collyer Boathouse Bldg. #2612 Chittenango, NY 13037 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 14553-1A 214112347-01 Yes 19 % 1 Location: Seawall - W. Side - Drain Pipe (by NYS ELAP 198.1) by Karol H. Lu on 11/12114 Analyst Description: Grey, Homogeneous, Fibrous, Bulk Material Asbestos Types: Crocidolite 4.8 %, Chrysotile 14.3 % Other Material: Non-fibrous 81 % 14553-1B 214112347-02 NA/PS Location: Seawall - W. Side - Drain Pipe Analyst Description: Bulk Material Asbestos Types: Other Material: Reporting NotH. Analyzed by: Karol H. Lu •NADINSO =no asbestos detected; NA =not analyzed; NA/PS-not analyzed/positive stop; PLM Bulk Asbestos Analysis by EPA 6001M4-82-020 per 40 CFR 763 (NVLAP Lab Code 200546-0), ELAP PLM Method 198.1 for NY friable samples, which includes the identification and quantitation of vermiculite or 198.6 for NOB samples or EPA 400 pt ct by EPA 60011M4-82-020 (NY ELAP Lab 1011480); Note:PLM is not consistently reliable in detecting asbestos in floor coverings and similar non -friable organically bound materials. NAD or Trace results by PLM are inconclusive, TEM is currently the only method that can be used to determine if this material can be considered or treated as non asbestos -containing in NY State (also see EPA Advisory for floor tile, FR 59,146,38970,811194) National institute of Standards and Technology Accreditation requirements mandate that this report must not be reproduced except in full without the approval of the Iab.This PLM report relates ONLY to the items tested. AIHA Lab # 102843, RI Ceri#AAL-094, CT Cert#PH-0186, Mass Cert#AA000054, Reviewed By: END OF REPORT ) ECMC PROJECT # BULK SAMPLE FIELD DATA LOG CLIENT: Cf., , P -..k f.f PROJECT LOCATION: (c,((, - t.�Lta u )k ?�a q - 026/A ANALYSIS: ❑ PLM ONLY 0 TEM ONLY 5YNY ELAP PLM/TEM°WITH NOB PREP 0 OTHER POSITIVE STOP PROTOCOL: ® YES 0 No TURNAROUND TIME: -f p7„' MATERIAL TYPE: IuLK 0 DUST ❑ WATER SAMPLED BY: (," :ti DATE SAMPLED: j / //// V I. SPECIAL INSTRUCTIONS OR COMMENTS: • < 1,,�. tx a �, . - � fir c'. g gas, v��'/ {u, r : ; m , t pi- •:Cdr., .:,.5" te-115--•r- .tY' der ":7 a5" 4!C,'�- k N'`41,- Zy3 0 0mS 1 ter^. '7; -=.?£ 5S£ S Ll C" .,..',..-.1-,r Y J 7w -i , g.�G yF, 2�__ i'S TLFI„�y err , .;,,,-,57-., fir. fr F SAMPLE DESCRIPTION i; i '^Yi Y.,.....,,,,.4 „..e. ),, �x 1.'amut r #�i i ,yam: i zd •r AFL"Rt. 1r' '- a rw"'-b' 1 • ,1 F' it'd„ - i 4,,.:.,-,4 fit )4 f i Y, XS�� , 44,4 �pyy Y� - d et s : 'if '; 74,- ' Y w S r'-'"., 4 +1 cr _ 4�1 f4v ;5: wi E '' a 0 3 ` ff ,x•, iSL Tlr ' ma.” h --Fg; 4�, 7. e. T- n ;',.. } £W E. `. ., : �. 'ij'. b , zs f .,,r r:. Vf c . N u. CXk i 7....,:1-'' } ;.1."Yom^ s S'tA ,..., h ' ° -• 3'iC a - ?• e. . . �F'✓r' 1' Yr COMPANY: ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION STREET ADDRESS: P.O. Box 86, 115 GENESEE STREET CITY: CHITTENANGO STATE: NY ZIP: 13037 PHONE: (315) 687-9435 FAX: (315) 687-7284 RESULTS To: MIKE, WELLS[mikew@ecmcorp.net);Iabresultsa@ecmcorp.net; O -1 M Y vlFy • ::•• 4, iAL.':S r. [A', � zit z 03 03 W m a LL 0 z II LL z W Q LL lL co u_ 0 0 a C Ur— u_ 0 0 O c.0 t7 z 0 H 0 U NO. OF SAMPLES w O 0 NO. OF SAMPLES Oa IlJ 0 CE RECEIVED BY: RECEIVED AT LAB. BY: w z 17- 0 0 z Yd V CO uJ z 7.1 0 0 w z pct 0 Q W co N Q ® O 4K1 • in 0 • teso la ox • 0 ® 0 W to In z z 0 a a W I- 510 RELINQUISHED TO LAB. BY: ACCURATE ANALYT1CAL TESTING LLC 12950 Haggerty Road Belleville, MI 4$111 Ph: (734) 699 -labs; Fax: (734) 699-8407 Certificate of Analysis: Lead In Paint by EPA Method 7000B Client : Environmental Compliance Mgmt Corp 115 Genesee St. Chittenango, NY 13037 Attn : Chuck Kirch Email : Chuckk@ecmcorp.net Phone: 315-687-9435 Fax: Client Project : 14653 Project Location : Collyer Boat House AAT Project : 208602 Sampling Date : 11/1112014 Date Received : 11/14/2014 Date Analyzed : 11117/2014 Date Reported : 11/17/2014 11:41:35AM Analyst : Ralph Horvat Lab Sample ID Client Code Sample Description PPM Result Lead (% by weight) Calculated R L (% by weight) 2027064 14553-11_ EXTERIOR WHITE PAINT 32 0.0032 0.0022 027065,`, 9553=21 CTERIORRED PAINT 2027066 14553-3L EXTERIOR BLACK PAINT 30 0,0030 0.0017 foRfeN Analyst Signature RL= Reporting Limit - Far true values assume (2) significant figures. The method and batch OC is acceptable unless otheivrlse slated. Current EPNHLID Interim Standard for lead in paint &emptes is: 5000 PPM (parts per million} or uglg which is equivalent to 0.S% by weighs. AAT internal sop S203. The laboratory operates in accord with ISO 1T025 guidelines and holds limited scopes of accreditation under AIHA and NY Slate DOH ELAA programs. These results are submitted pursuant to AAT LLC current terms and conditions 01 sale, Including the company& standard warranty and limitation of liability provisions.Analytical results relate to the samples as received by the lab. AAT will not assume any liability or responsibility for the manner in which the results are used or interpreted. Reproduction of this document other than in hs entirety is not permitted. AIHA ELLAP• Lab ID #000585. NY State DOH ELAP -Lab ID 511864, State of 0110- Lab ID # 10042 Date Printed: 11/17/2014 11:54AM AAT Project: 208602 (501100060 Page 1 of 2 ACCURATE ANALYTICAL TESTING LLC 12960 Haggerty Road Belleville, MI 48111 Ph:{734} 599 -labs; Fax:{734) 699-8407 To : Attn Environmental Compliance Mgmt Corp 115 Genesee St, Chittenango, NY 13037 Chuck Kirch Email : Phone: Project Location : Collyer Boat House Sample Chuckk@ecmcorp.net 315-667-9435 Client Code AAT Project : 208602 Client Project: 14553 Date Reported : 11117/2014 11:41:35AM Analysis Requested Completed 2027064 2027065 2027086 14553-1L 14553-2L 14553-3L Lead Paint Lead Paint Lead Paint 11/17/2014 11/17/2014 11/17/2014 Reviewed By Quality Assurance Coordinator - Robert A Theys This report Is intended for use solely by the Individual or entity to which it Is addressed. II may contain Information that is privileged, confidential and otherwise exempt. by law from disclosure. If the reader of this intonation Is not the Intended recipient or an employee of its Intended recipient, you are herewith nailed that any dissemination, distribution or copying of this information is Oddly prohibited. If you have received this Information In error, please notify AAT Immediately. Thank you. AIHA ELL0 P- Lab 10 #106986, NY State DOH ELAN -Lab to #11864, 5ta1e of 04110- Lab 10 # 10042 Date Printed: 11/17/2014 11:54AM AAT Project: 208602 Page 2 of 2 APPENDIX B Project Photographs PROJECT PHOTOGRAPHS Photo 1 — D COMPLIANCE MANAGEMENT CORPORATION ENVIRONMENTA APPENDIX C Project Credentials Asbestos Laboratory Certification . Asbestos Personnel Certification • Asbestos Handling License NEW YORK STATE DEPARTMENT OF HEALTH WADSWORTH CENTER Expire 12:01 AM April 01,'201 5 issued April 01, 2014 CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE issued in accordance with and pursuant fo merlon 502 Pitbilo Health taw of New Yank Stets MR. RAVI KRISHNAPPA AMERICA SCIENCE TEAM NEW YORK INC 117 EAST30TH ST NEW YORK, NY 10016 Miscellaneous Asbestos In Friable Material NY Lab Id No: 11460 is hereby APPROVED as an Environmental Laboratory for the category ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE Alt approved subcategories andior analytes are listed below: Asbestos in Nan.Friahle Material -PLM Asbestos in Non -Friable Material -TEM Serial No.: 50653 item 198.1 of Manual EPA 6001M41621020 Item 198.6 of Manual (NOB by PLM) herr, 198,4 of Manual Propertyot the New York State Bepariment of-loalth. Certificates are valid only at tyre address shown, must be conspicuously pasted, and are printed or, secure ,input. Continued accreditation •;rpgnrjc on succesOlt ongoing participation in this Prograo.,-:`.c^surners err• urged is ral1 f51!11 verify the laboratory's accreditatlar status Page 1 of 1 ENVIRONMENTAL COMPLIANCE MANAGEMENT CORP ORATION P.C. Box 86,115 Genesee Street Chittenango, New York 13037 (315) 687-9435 Fax: 687-7284 NEW YORK STATE DEPARTMENT OF LABOR ASBESTOS HANDLING CERTIFICATE (DOSH 442) r.v.ias+ > cy, ,..:,. CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY Cornell University Facilities Services CONTRACTOR'S CERTIFICATION OF ASBESTOS FREE MATERIALS (I::dt'bit AC) DiatibuSat an: OWNER CJ ARCIETECT 0 CON TRkCTOR 0 FIELD 0 OTHER 0 PROJECT: TO OWNER: CORNELL UN!V i Y Omwd & Ada, ag) Fact ides Ca:tracts 121 Humphreys Service Building Ithaca„ New714.3= .3= CONTRACT NUAHER: CONTRACT FOP CONTRACT DATE: DATE OF ISSUANCE: The undersigned hereby cues that ail rRstnriatt and egaipmant furnished for or installed in connection with ell work, labor, and services proud with reznect to the performance of the Contract referenced abrwe shall be free of asbestos and any asbestos containing material. The undersigned shall provide any and all dumwnta supper suck cur 'on w hich may reasonably be required the Otter, including where applicable Safety Data Sheets meat& Material Safety Data Sheets. SUPPQRTINGDOCiTMENTS ATTACHED HERETO: • Material Safety Data Sheets CONTRACTOR: rinmesti ere State of hyo Subecribed and swain to before meths Day of 20 $Y: NAME: gignature afawthorbsdrapeesentativs) (Frixted crams) TITLE: ***END OF SECTION 0135 29*** COLLYER BOATHOUSE GENERAL HEALTH & SAFETY 0135 29-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS SECTION 0135 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL 1.1 DESCRIPTION A. This Section and the listed Related Sections provides minimum requirements for the protection of the environment during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. B. In addition to the requirements of this Section and the listed Related Sections, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. C. Prior to bidding, review the entire Bidding Documents and report in writing to the Owner's Representative any error, inconsistency, or omission that may have environmental impacts. 1.2 RELATED SECTIONS A. Section 01 35 44 — Spill Control B. Section 01 57 13 — Soil Erosion and Sediment Control 1.3 SUBMITTALS A. Submit the following in accordance with Section 01 33 00 — Submittals: 1, Analytical laboratory sample results and material Certifications for all imported soil and granular materials ("borrow"). 2. Contractor's Waste Material Disposal Plan. 3. Weight tickets from the Borrow Material Supplier. 4. Proposed methods for dewatering and construction water management. 5. Analytical laboratory sample results for all waste materials. 6. Copies of manifests for all waste materials disposed of off-site. 1.4 JOB SITE ADMINISTRATION A. In accordance with Article 2 of the General Conditions, provide a competent supervisory representative with full authority to act for the Contractor at the site during all working hours. COLLYER BOATHOUSE GENERAL ENVIRONMENTAL 0135 43-1 SEAWALL REPLACEMENT REQUIREMENTS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS B. If at any time operations under the representative's supervision do not comply with this Section, or the representative is otherwise unsatisfactory to the Owner, replace, if requested by the Owner, said representative with another representative satisfactory to the Owner. There shall be no change in superintendent without the Owner's approval. C. Remove from the Work any employee of the Contractor or any Subcontractor when so directed by the Owner. The Owner may request the removal of any employee who does not comply with these specifications. 1.5 CLEARING, SITE PREPARATION AND SITE USE A. in accordance with Section 01 11 00 (1.1.D. Use of Site), only that portion of the working area that is absolutely necessary and essential for the work shall be cleared for construction. All clearing should be approved and performed to provide minimum practical exposure of soils. B. The Contractor shall make every effort to avoid the destruction of plants, trees, shrubs and lawns outside the area of construction so as not to unduly disturb the ecological or environmental quality of the area. C. Topsoil excavated as part of the Project, which can be reused as part of the Project, shall be stockpiled for future use and temporarily stabilized to prevent erosion. 1.6 SPOIL AND BORROW A. Spoil 1. Dispose of excavated material which, in the opinion of the Owner's Representative, is unfit to be used as backfill or embankment or which is in excess of the amount required under the Contract. 2. All spoil areas shall be graded and seeded to match the surrounding area. 3. Spoil areas shall be covered and protected from erosion into adjacent storm sewers, drainage ways, land areas, or water bodies. B. Borrow Material 1. Borrow material shall be provided from a clean source. Submittals of proposed borrow material shall be reviewed by the Owner prior to delivery on-site. Submittals shall include the quantity of materials, source location and certification by the material supplier that it is free of chemicals or other foreign matter. COLLYER BOATHOUSE GENERAL ENVIRONMENTAL 0135 43-2 SEAWALL REPLACEMENT REQUIREMENTS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 1.7 NOISE AND VIBRATION A. Limit and control the nature and extent of activities at all times to minimize the effects of noise and vibrations. Take adequate measures for keeping noise levels, as produced by construction related equipment, to safe and tolerable limits as set forth by the Occupational Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines and Ordinances and all City, Town and Local ordinances. Equip all construction equipment presenting a potential noise nuisance with noise -muffling devices adequate to meet these requirements 1.8 DUST CONTROL A. Take adequate measures for controlling dust produced by drilling, excavation, backfilling, loading, or other means. The use of calcium chloride or petroleum-based materials for dust control is prohibited. Dust control measures are required throughout the duration of construction. B. lf, in the opinion of the Owner's Representative, the Contractor is not adequately controlling dust, the Owner will first notify the Contractor. If the Contractor does not take adequate actions necessary, the Owner may, at the Contractor's expense, employ alternative means to control dust. C. Erect, maintain, and remove when appropriate barriers or other devices, including mechanical ventilation systems, as required by the conditions of the work for the protection of users of the project area, the protection of the work being done, or the containment of dust and debris. All such barriers or devices shall be provided in conformance with all applicable codes, laws, and regulations including OSHA. L9 PROTECTION OF THE ENVIRONMENT A. Construction procedures observed by the Contractor, its subcontractors and other employees shall include protection of the environment, in accordance with all pertinent Cornell standards, policies, local laws, executive orders, ordinances, and federal and state regulations. Construction procedures that are prohibited in the undertaking of work associated with this Contract include, but are not limited to: 1. Dumping of spoil material or any liquid or solid pollutant into any storm or sanitary sewer, drainage way, stream sewer, any wetlands (as defined by federal and state regulations), any surface waters, or at unspecified locations, 2. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, any wetlands, or any surface waters. 3. Pumping of any silt -laden water from trenches or other excavations into any storm sewers, sanitary sewers, drainage ways, wetlands, or surface waters. 4. Damaging vegetation beyond the extent necessary for construction of the facilities. COLLYER BOATHOUSE GENERAL ENVIRONMENTAL 0135 43-3 SEAWALL REPLACEMENT REQUIREMENTS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 5. Disposal of trees, brush, and other debris in any location on University property, unless such areas are specifically identified on the drawing or in the specifications or specifically approved by the Owner's site representative. 6. Permanent or unspecified alteration of the flow line of a stream. 7. Burning trash, project debris, or waste materials. B. Take all necessary precautions to prevent silt .or waste of any kind from entering any drainage or waterways or downstream properties as a result of the Work. C. Runoff of potable water used for concrete curing or concrete truck or chute cleaning operations shall not be allowed to reach the storm water system or open water due to the levels of residual chlorine (New York State water quality standards, 6 NYCRR Part 703.5) and other potential contaminants. If necessary, obtain permission from the local sewer authority and collect and pump the runoff to the sanitary sewer. D. Limit the nature and extent of any activities that could result in the release or discharge of pollutants. Report any such release or discharge immediately to the Owner's Representative and clean up spills immediately, as detailed in Section 01 35 44 — Spill Control Procedures. 1.10 HAZARDOUS OR TOXIC MATERIALS A. Inform officers, employees, agents, contractors, subcontractors at every tier, and any other party which may come into contact with any hazardous or toxic materials as a result of its performance hereunder of the nature of such materials, and any health and safety or environmental risks associated therewith. B. Do not use hazardous or toxic materials in a manner that will violate Cornell University Policies or any state, federal, or municipal environmental health and safety regulations. In situations where the risks are unclear consult with Environmental Health and Safety (EH&S) for guidance. C. Provide complete care and treatment for any injury sustained by any parties corning into contact with any hazardous or toxic materials as a result of Contractor's performance or failure to perform hereunder. D. At the completion of project Contractor shall remove all unused chemical products and hazardous materials from campus. Transportation of these materials shall be in accordance with all federal, state, and local regulations. Request and receive written approval from EH&S prior to disposal of any on-site disposal. 1.11 DISPOSAL OF WASTE MATERIAL AND TITLE A. Prior to start of work and first payment, Contractor shall prepare and submit "Contractor Waste Material Disposal Plan" to the Owner's Representative. The plan shall identify the waste transportation and treatment, storage or disposal (TSD) companies which will manage all waste material and any site(s) for disposal of the waste material. COLLYER BOATHOUSE GENERAL ENVIRONMENTAL 0135 43-4 SEAWALL REPLACEMENT REQUIREMENTS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS B. The "Contractor Waste Material Disposal Plan" fonn, together with definitions associated with the form waste descriptions, is attached to this Section. Contractor must use this form to document waste disposal methods and locations. C. Contractor shall be responsible for the proper cleanup, containment, storage and disposal of any hazardous material/chemical spill occurring during its work. For Cornell University owned hazardous waste EH&S will oversee, approve or effect the proper disposal. Title, risk of loss, and all other incidents of ownership to the Waste Material, shall vest in Contractor at the time Contractor or any transporter acting on its behalf takes physical possession of Waste Material. Complete and maintain full records of the chain of custody and control, including certificates of disposal or destruction, of all Waste Materials loaded, transported and/or disposed of. Deliver all such records to the Owner in accordance with applicable laws and regulations and any instructions from the Owner in a timely manner and in any event prior to final payment(s) under this Contract. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 0135 43*** COLLYER BOATHOUSE GENERAL ENVIRONMENTAL 0135 43-5 SEAWALL REPLACEMENT REQUIREMENTS NOVEMBER 21, 2014 Contact Name/Number/Email: 1. Contractor Name: Contract No.: Project Name/Description: CU Project Manager: Project End Date: Project Start Date: 2. Check all hazardous materials that will be generated as waste: Destination or Disposal Location Transporter asn-ax Waste Management •IT,AI zoloanuco CU- Mgt spunoiD SHR oiquiPAV SQSN Source .xolov.rluo3 iiauao: paTuurpsa p 0 t 0 0 N 0 bA U PCBs Asbestos Lead Mercury Chromium Other Toxic Metals (describe in section 4) p Batteries O Contaminated PPE & Materials Other (describe in section 4) No hazardous waste v 4 cv w Transporter Facility Phone Facility Address Disposal Facility Name 0 4) co V y 0 O CA g 0 Non C&D solid waste Other (describe in section N) No non -hazardous waste will be generated 4. Further description of waste materials expected to be generated during the project: aa) ,„+3 .O U U 0 a) -d 'o M. 4) 0 0Q� mi' o Y a 1 - or" o -ate.' o o -d O i -, A P4 D 4) a) C" to • cS 5 E 2,P a) y 2 r9, O U 2 4va' .� O 0, - a Oma, 45 d a)a) 4)) -tea) 8 . r+ a) • .E i 4) Pte, ' 4 b.°O aa) d 3 0) C6 ▪ .O Co y 4-I . 0 tri '4 0 ,•~ U g p .:-�r 0 3 ` • a) 0 • 4 - a U b a a) c O o h c • 0 0 0OC Cd p 05 -,.y u • . s i �ti Q H CJ r0. V) 4~ CI y. a) a i-,W ._ >' O cu aA �% N pi cz4 Print Name Contractor Signature Definitions for Use with Contractor Waste Material Disposal Plan: The following is not solid waste: Discarded materials that are being beneficially used pursuant to 6NYCRR Section 360-1.15 A material is disposed of if it is discharged, deposited, injected, dumped, spilled, leaked or placed into or on any land or water so that such material or any constituent thereof may enter the environment or be emitted into the air or discharged into groundwater or surface water. Asbestos: Any waste material containing the asbestiform varieties of: Chrysotile (serpentine); crocidolite (riebeckite); amosite (cum- mingtonitegrunerite); anthophyllite; tremolite; and actinolite. Batteries: All spent batteries being disposed that are regulated by New York State Department of Environmental Conservation (NYSDEC) in 6 New York Code of Rules and Regulations (NYCRR) Part 374.3, or Environmental Protection Agency (EPA) in 40 Code of Federal Regulations (CFR) 273.2 as Universal Waste Batteries. Borrow Material: Fill material required for on-site construction that is obtained from other locations. Chromium: Any waste containing chromium or contaminated with chromium that exceeds the Toxicity Characteristic Leaching Procedure (TCLP) limit for chromium as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Clean Soil: Soil that is uncontaminated with any solid or hazardous waste, C&D debris, trees, stumps, yard waste or wood chips per definitions of those terms below. Construction and Demolition (C&D) Debris: Uncontaminated solid waste resulting from the construction, remodeling, repair and demolition of utilities, structures and roads; and uncontaminated solid waste resulting from Iand clearing. Such waste includes, but is not limited to bricks, concrete and other masonry materials, soil, rock, wood (including painted, treated and coated wood and wood products), land clearing debris, wall coverings, plaster, drywall, plumbing fixtures, non -asbestos insulation, roofing shingles and other roof coverings, asphaltic pavement, glass, plastics that are not sealed in a manner that conceals other wastes, empty buckets ten gallons or less in size and having no more than one inch of residue remaining on the bottom, electrical wiring and components containing no hazardous liquids, and pipe and metals that are incidental to any of the above. Solid waste that is not C&D debris (even if resulting from the construction, remodeling, repair and demolition of utilities, structures and roads and land clearing) includes, but is not limited to asbestos waste, garbage, corrugated container board, electrical fixtures containing hazardous liquids such as fluorescent light ballasts or transformers, fluorescent lights, carpeting, furniture, appliances, tires, drums, containers greater than ten gallons in size, any containers having more than one inch of residue remaining on the bottom and fuel tanks. Specifically excluded from the definition of construction and demolition debris is solid waste (including what otherwise would be construction and demolition debris) resulting from any processing technique, other than that employed at a department -approved C&D debris processing facility, that renders individual waste components unrecognizable, such as pulverizing or shredding. Also, waste contained in an illegal disposal site may be considered C&D debris if the department determines that such waste is similar in nature and content to C&D debris. Construction and Demolition Debris Processing Facility means a processing facility that receives and processes construction and demolition debris by any means. Revision date: May 2010 Page 1 of 3 Contaminated PPE & Materials: Any personal protective equipment such as gloves, coveralls, boot covers, respirator cartridges etc.; or rags, tools, articles or other material that has become adulterated by a hazardous material, and which meets the definition of hazardous waste or is considered unsuitable for disposal as regular trash, Exempt C&D and Stump Facilities: The following facilities are exempt from Solid waste management facility permitting requirements provided the facilities operate only between the hours of sunrise and sunset, and (if the allowable waste comes from an off-site source) no fee or other form of consideration is required for the privilege of using the facility for disposal purposes: (i) A site at which only the following C&D debris is placed: recognizable uncontaminated concrete and concrete products (including steel or fiberglass reinforcing rods that are embedded in the concrete), asphalt pavement, brick, glass, soil and rock. (Recognizable means solid waste that can be readily identified as Cin debris by visual observation.) (ii) A landfill for the disposal of trees, stumps, yard waste and wood chips generated from these materials is exempt when origin and disposal of such waste occur on properties under the same ownership or control. Hazardous Waste: Any waste material that meets the definition of "hazardous waste" in 6 NYCRR 371.1 and 40 CFR 261.3 and that is not excluded by regulation. Land Clearing Debris means vegetative matter, soil and rock resulting from activities such as land clearing and grubbing, utility line maintenance or seasonal or stoma -related cleanup such as trees, stumps, brush and leaves and including wood chips generated from these materials. Land clearing debris does not include yard waste which has been collected at the curbside. Lead: Any metallic lead or waste material containing lead, e.g. waste paint chips, that exceed the Toxicity Characteristic Leaching Procedure (TCLP) limit for lead as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Light Bulbs: All spent lamps or light bulbs being disposed that are regulated in 6 NYCRR Part 374-3 or 40 CFR 273.5. Mercury: Liquid mercury or any waste containing mercury at levels exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit for mercury as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Mold: Construction material or debris contaminated with mold fungus that is unsuitable for reuse. Other Toxic Metals: Any waste containing a metal or contaminated by a metal identified in, and exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit of 6 NYCRR Part 371.3 or 40 CFR 261.24.PCBs: All electrical articles and equipment or the used oil removed from them, containing polychlorinated biphenyls at levels regulated by 6 NYCRR 371.4(e) Scrap Metal: Bits and pieces of metal parts (e.g., bars, turnings, rods, sheets, wire) or metal pieces that may be combined together with bolts or soldering (e.g., radiators, scrap automobiles, railroad box cars), which when worn or superfluous can be recycled. Revision date: May 2010 Page 2 ors Solid Waste (Non C&D): Any garbage, refuse, sludge from a wastewater treatment plant, water supply treatment plant, or air pollution control facility and other discarded materials including solid, liquid, semisolid, or contained gaseous material, resulting from industrial, commercial, mining and agricultural operations, and from community activities, but does not include solid or dissolved materials in domestic sewage, or solid or dissolved materials in irrigation return flows or industrial discharges that are point sources subject to permit under 33 USC 1342, or source, special nuclear or by-product material as defined by the Atomic Energy Act of 1954, except as may be provided by existing agreements between the State of New York and the government of the United States. Solvents: Substances (usually liquid) suitable for, or employed in, solution, or in dissolving something; as, water is the appropriate solvent for most salts, alcohol for resins, ether for fats, and mercury or acids for metals, etc. Typically these are chemicals are used as paint thinners or cleaning solutions. Spoil: Refuse material removed from an excavation. Used Oil: Any oil refined from crude oil, or any synthetic oil, that has been used, and as a result of such use is contaminated by physical or chemical impurities, "See 6 NYCRR 374-2 or 40 CFR 279" Thermostats: Any mercury -containing thermostat as defined in 6 NYCRR 374-3.1(d), or 40 CFR 273.4 Uncontaminated C&D Debris: C&D Debris that is not mixed or commingled with other solid waste at the point of generation, processing or disposal, and that is not contaminated with spills of a petroleum product, hazardous waste or industrial waste. Contamination from spills of a petroleum product does not include asphalt or concrete pavement that has come into contact with petroleum products through normal vehicle use of the roadway. Revision date: May 2010 Page 3 of 3 CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL SECTION 0135 44 SPILL CONTROL 1.0 GENERAL 1.1 SPILL PREVENTION A. In order to minimize the potential for discharge to the environment of oil, petroleum, or hazardous substances on site, the following requirements shall apply to all projects: 1. All oil, petroleum, or hazardous materials stored or relocated temporarily on site during the construction process shall be stored in such a manner as to provide protection from vehicular damage and to provide containment of leaks or spills. Horizontal diked oil storage tanks, temporary beans or barriers, or similar methods shall be employed as appropriate at each site. 2. Any on-site filling or dispensing activities shall occur within an area in which a temporary berm, boom, or similar containment barrier has been placed to prevent the inadvertent discharge to the environment of harmful quantities of any products. 3. All oil, petroleum, or hazardous materials stored on site shall be Iocated in such a manner as to minimize the potential of damage from construction operations or vehicles, away from drainage ways and environmentally sensitive areas, and in accordance with all fire and safety codes. B. Remove immediately from the site any storage, dispensing, or operating equipment that is leaking oil or hazardous substances or is in anyway unsuitable for the safe storage of such materials. 1.2 SPILL CONTROL PROCEDURES All Contractor personnel working at the project site shall be knowledgeable of the potential health and safety concerns associated with petroleum and other hazardous substances that could potentially be released at the project site. Following are a list of activities that should be conducted by the Contractor in the event of an oil/petroleum spill or the release of any other hazardous substance. In the event of a large quantity spill that would require cleanup procedures that are beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired by the Contractor. In the event the Contractor has the personnel necessary to clean up the spill, the following procedures shall be followed: A. Personnel discovering/responding to a spill shall: 1. Identify and locate the source of the spill. If unsafe conditions exist, leave the area, inform nearby personnel, notify the site supervisor, and initiate spill reporting (Section 1. 3). COLLYER BOATHOUSE SPILL CONTROL 01 35 44-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 44 Ithaca, New York SPILL CONTROL 2. Limit the discharge of product, if safely possible, by: (1) diverting discharge to a containment area; (2) creating temporary dikes with soils or other available materials; and (3) utilizing sorbent materials. If secondary containment is present, verify that valves and drains are closed prior to diverting the product to this area. 3. The individual discovering a spill shall initiate containment procedures to prevent material from reaching a potential migratory route, through implementation of the following actions, or any other methods necessary. Methods employed shall not compromise worker safety. a. Stop the spill at once (if possible). b. Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.). c. Clear personnel from the spill location and rope off the area. d. Utilize available spill control equipment in an effort to ensure that fires, explosions, and releases do not occur, recur, or spread. e. Use sorbent materials to control the spill at the source. f. Construct a temporary containment dike of sorbent materials, cinder blocks, bricks, or other suitable materials to help contain the spill. g. Attempt to identify the character, exact source, amount, and area of the released materials. Identification of the spilled material should be made as soon as possible so that the appropriate cleanup procedure can be identified. h. Assess possible hazards to human health or the environment as a result of the release, fire, or explosion. i. If spill response measures involve the temporary cessation of any operations, the Contractor shall monitor the affected equipment for: (1) leaks; (2) pressure buildup; (3) gas generation; or (4) ruptures in valves, pipes, or other equipment. B. Spill Cleanup: 1. Following contaimnent of the spill, the following spill cleanup procedures shall be initiated. a. Use proper waste containers. b. Remove bulk liquid by using vacuum, pump, sorbents, or shovel and place material in properly labeled waste container. Be sure not to collect incompatible or reactive substances in the same container. c. Cleanup materials not reclaimed on-site shall be disposed of in accordance with all applicable state and federal regulations. COLLYER BOATHOUSE SPILL CONTROL 0135 44-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014. CORNELL UNIVERSITY SECTION 0135 44 Ithaca, New York SPILL CONTROL d. Apply sorbent materials to pick up remaining liquid after bulk liquid has been removed. The Contractor shall not walk over spilled material. Absorbed material shall be picked up with a shovel and placed in a separate waste container, and shall not be mixed with bulk liquid. e. Clean spill control equipment and containers. Replace equipment in its proper location. Restock or reorder any sorbents used to clean up the spill. f. Carefully wash spilled product from skin and clothing using soap. Change clothes, if necessary, to avoid further contact with product. g. Disposal of all spilled product shall be made off-site, and shall be arranged through the Contractor, h. A Spill Report shall be completed, including a description of the event. A sample Spill Documentation Form is provided in Appendix 13. C. Fire or Explosion: 1. In the event of a fire or explosion at the site, the Contractor shall: a. Verify that the local fire department and the appropriate response personnel (e.g., ambulance, police) have been notified. b. Report to the scene, if safe to do so, and evaluate the situation (e.g., spill character, source, etc.). Coordinate, as necessary, with other appropriate site and emergency personnel. c. Ensure that people are cleared from the area, d. Ensure that fires are safely extinguished (if possible), valves closed, and other immediate actions necessary to mitigate the emergency, if safe to do so. e. Initiate responsible measures necessary to prevent subsequent fires, explosions, or releases from occurring or spreading to other areas of the site. These measures include stopping processes or operations, collecting and containing released oil, or removing and isolating containers. f. Take appropriate action to monitor for; (1) leaks; (2) pressure build-ups; (3) gas generation; or (4) ruptures in pipes, valves, or other equipment. COLLYER BOATHOUSE SPILL CONTROL 0135 44-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 44 Ithaca, New York SPILL CONTROL 1.3 SPILL REPORTING AND DOCUMENTATION In the event of a spill CALL CORNELL POLICE AT 255-1111 who will notify the appropriate departments within the university and coordinate with the contractor for external reporting, if required. The contractor shall be responsible for the initiation of spill reporting and documentation procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457- 7362, less than two hours following discovery. Notification must be made to Cornell Environmental Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the release. The Contractor will be expected to provide EH&S with the DEC issued spill number. Any petroleum spill must be reported to NYSDEC unless ALL of the following criteria apply: TABLE 1 CRITERIA TO EXEMPT SPILL REPORTING . . Y .vim..,-., : a A .,..� I,,:;+•V," x Quantity The spill must be known to be less than 5 gallons. Containment The spill must be contained on an impervious surface or within an impervious structure, such that it cannot enter the environment. Control The spill must be under control and not reach a drain or leave the impervious surface. Cleanup The spill must be cleaned -up within two hours of occurrence. Environment The spill must not have already entered into the soil or groundwater or onto surface water. A release of a "reportable quantity"1 or unknown amount of a hazardous substance must also be immediately reported to NYSDEC Spill Hotline. Spills of reportable quantities of chemicals or "harmful quantities"2 of oil to navigable waters must be reported to the federal National Response Center, 1-800-424-8802. Spill Reporting Information: When making a telephone report, the caller should be prepared to provide the following information, if possible: 1. The date and time of the spill or release. 2. The identity or chemical name of the material released or spilled, including an indication of whether the material is defined as an extremely hazardous substance. 3. An estimate of the quantity of material released or spilled into the environment and the approximate duration of the event. 4. The exact location of the spill, including the name(s) of the waters involved or threatened, and/or other medium or media affected by the release or spill. 5. The source of the release or spill. 6. The name, address, and telephone number of the party in charge of, or responsible for, the facility or activity associated with the release or spill. COLLYER BOATHOUSE SPILL CONTROL 0135 44-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0135 44 Ithaca, New York SPILL CONTROL 7. The extent of the actual and potential water pollution. 8. The name and telephone number of the person in charge of operations at the spill site. 9. The steps being taken or proposed to contain and cleanup the released or spilled material and any precautions taken to minimize impacts, including evacuation. 10. The extent of injuries, if any. 11. Any known or anticipated acute or chronic health risks associated with the emergency, and information regarding necessary medical attention for exposed individuals. 12. Assistance required, if any. If the release of a hazardous substance or oil occurs in an amount which exceeds a reportable quantity (RQ) as defined in 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or 6 NYCRR Part 597, then the Contractor shall do the following: 1. Call to the National Response Center shall be made by the person in charge of the site. The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675. 2. Within 14 days of the release, subunit a written description of the release. The description should include: (1) a description of the release, (2) the type of material released, (3) estimated amount of the spill; (4) the date of the release, (5) an explanation of why the release occurred; and (6) a description of the measures to be implemented to prevent and control future releases. °Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance or oil that triggers reporting requirements under the Comprehensive Emergency Response, Compensation, and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally responsible for knowing the risks of materials that are part of construction, members of the owner's spill response team have access to information that may help identify these quantities with you. (2)Harmfirl Quantity: A Harmful Quantity of oil includes discharges that violate applicable water quality standards; cause a film, sheen, or discoloration on a water surface or adjoining shoreline; or cause a sludge or emulsion to be deposited beneath the water surface or shoreline (40 CFR 110.3). 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 0135 44*** COLLYER BOATHOUSE SPILL CONTROL 0135 44-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 4100 Ithaca, New York REGULATORY REQUIREMENTS SECTION 01 41 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND LICENSES A. The Contractor shall obtain, maintain and pay for all permits and licenses necessary for the execution of the Work and for the use of such Work when completed. Such permits shall include but are not limited to building, plumbing, backflow prevention, dig safe and building demolition, B. For any projects which include demolition of a structure or load-bearing elements of a structure, the Contractor is required to complete a "Notification of Demolition and Renovation" and provide this notification to the United State Environmental Protection Agency (EPA) in advance of the work as specified in 40 CFR 61.145. The Contractor shall also provide a copy of this notification to the Owner's Representative prior to any demolition. C. All Construction / Building / Hot Work and Occupancy permits shall be issued and maintained through the City of Ithaca D. Ithaca Fire Department Permitting: 1. A permit is required from the Ithaca Fire Department to install or substantially repair a fire suppression, fire detection, or fire alarm system as such as defined under the Uniform Code of New York State. 2. If the scope of work is classified under the Existing Building Code of NYS as Alteration —Level 1; Alteration — Level 2; Alteration — Level 3; or Addition; a permit from the Ithaca Fire Department is required for all work affecting the fire suppression, fire detection, or fire alarm system for that building. A building permit is also required for this type of work. 3. Work classified as a `Repair' under the Existing Building Code of NYS does not require a permit from the Ithaca Fire Department. 1.2 INSPECTIONS A. Apply for and obtain all required inspections, pay all fees and charges for same, include all service charges, pavement cuts and repairs. 1.3 COMPLIANCE A. The Contractor shall give all notices, pay all fees and comply with all laws, rules and regulations applicable to the Work. COLLYER BOATHOUSE REGULATORY 01 41 00-1 SEAWALL REPLACEMENT REQUIREMENTS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0141 00 Ithaca, New York REGULATORY REQUIREMENTS 1.4 OWNER'S REQUIREMENTS A. The Contractor, Subcontractors, and employees of the Contractor and Subcontractors shall comply with all regulations governing conduct, access to the premises, operation of equipment and systems, and conduct while in or near the premises and shall perforin the Work in such a manner as not to unreasonably interrupt or interfere with the conduct of business of the Owner. B. Upon completion of the project, the Contractor agrees to provide the Owner with a summary of municipal permit fees paid. This shall include the name of the permits secured, the permit fees paid by the Contractor and a copy of the permit. If not permit fees were required, the Contractor shall so state, in writing, upon completion of the project. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 014100*** COLLYER BOATHOUSE REGULATORY 01 41 00-2 SEAWALL REPLACEMENT REQUIREMENTS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES SECTION 0142 00 REFERENCES 1.0 GENERAL 1.1 INTENT OF CONTRACT DOCUMENTS A. Notes or instructions shown on any one Drawing, apply where applicable, to all other Drawings. B. All references to codes, specifications and standards referred to in the Specification Sections and on the Drawings shall mean, and are intended to be, the latest edition, amendment and/or revision of such reference standard in effect as of the date of these Contract Documents. C. Install All Work in Compliance with: 1. Building Code of New York State 2. BCNYS Referenced Codes 3. National Electric Code 4. Occupational Safety and Health Administration (OSHA). 5. Life Safety Code NFPA 101. 6. All local ordinances 7. Mechanical Code of New York State. 8. Fuel Gas Code of New York State. 9. Fire Code of New York State. 10. Plans and Specifications in excess of code requirements and not contrary to same. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and other Division 1 Specification Sections, apply to this Section. 1.3 DEFINITIONS A. "General": Basic Contract definitions are included in the Conditions of the Contract. B. "Contract Documents": The Contract Documents consist of the Agreement between Owner and Contractor, General Conditions, General Requirements, Drawings, Specifications, addendaissued before execution of the Agreement, other documents listed in the Agreement, and modifications issued after execution of the Agreement. COLLYER BOATHOUSE REFERENCES 01 42 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES C. "The Contract": The Contract Documents form the Contract for construction and represent the entire integrated Agreement between the Owner and Contractor. D. "The Work": The work comprises the completed construction required by the Contract Documents and includes all labor necessary to produce such construction and all materials and equipment incorporated in such construction. E. "Owner": Cornell University a New York corporation. F. "Engineer": The Engineer is the person lawfully licensed to practice architecture and/or engineering in the state of New York, identified as such in the Owner Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number. The terms Engineer mean the Engineer and/or his authorized representative. G. "Contractor": The Contractor, person, firm, or corporation with whom the Construction Agreement contract is made by Owner. H. "Subcontractor": A person, fir n, or corporation, supplying labor and/or materials for work at site of the project for and under separate contract or agreement with Contractor. L "As Approved" or "Approved": Engineer's or Owner's approval. J. "As Directed": Owner's direction or instruction. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." K. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated?' L. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. M. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. N. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. 0. "Reinstall". To place back into a former position. P. "Replace". Provide a substitute for. Q. "Provide": Furnish and install, complete and ready for the intended use. R. "Concealed': Work installed in pipe shafts, chases or recesses, behind furred walls, above ceilings, either permanent or removable. S. "Exposed": All capital Work not identified as concealed. COLLYER BOATHOUSE REFERENCES 0142 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL Ithaca, New T. U. V. W. X. Y. Z. AA. UNIVERSITY SECTION 0142 00 York REFERENCES "Project Site": Space available for performing construction activities. The extent of Project site is shown on. Drawings and may or may not be identical with the description of the land on which Project is to be built. "As -Built Documents": Drawings and other records that are maintained by the Contractor to record all conditions which exist when the building construction is completed. This includes both the elements of the project itself and existing elements that are encountered during the course of project construction. "Record Drawings": Shows construction changes in the project and the final location of all services, lines, outlets, and connections including underground and concealed items. The "record" drawings shall be compiled by the Engineer based on the working as -built drawings and revised in accordance with the marked up drawings submitted by the Contractor. "Shop Drawings": Drawings, diagrams, illustrations, charts, brochures, and other data that are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for some portion of the work. "Samples": Physical examples furnished to illustrate materials, equipment or workmanship, and to establish standards by which the work will be judged. "General Conditions": The standardized contractual provisions describing the responsibilities, rightsand relationships of the Owner and Contractor under the construction contract. "Contract Limit Lines": A limit line or perimeter line established on the drawings or elsewhere in the contract documents defining the boundaries of the site available to the contractor for construction purposes. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are directions given to the Contractor; 1.4 INDUSTRY STANDARDS A. B. C. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. COLLYER BOATHOUSE REFERENCES 0142 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the organizations responsible for the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov (800) 872-2253 (202) 272-0080 CFR Code of Federal Regulations (866) 512-1800 Available from Government Printing Office (202) 512-1800 www.gpoaccess.gov/cfr/index.html FS Federal Specification Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil (215) 697-6257 Available from General Services Administration (202) 619-8925 www.gsa.gov Available from National Institute of Building Sciences (202) 289-7800 www.nibs.org UFAS Uniform Federal Accessibility Standards (800) 872-2253 Available from Access Board (202) 272-0080 www.access-board.gov 1.5 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (703) 358-2960 www.aluminum.org AAADM American Association of Automatic Door Manufacturers (216) 241-7333 www.aaadm.com AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com COLLYER BOATHOUSE REFERENCES 01 42 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials www.transportation.org AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www.aatcc.org ABAA Air Barrier Association of America (866) 956-5888 www.airbarrier.org ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org ACI ACI International (248) 848-3700 (American Concrete Institute) www.aci-int.org ACPA American Concrete Pipe Association (972) 506-7216 www.concrete-pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org (202) 463-2700 AGA American Gas Association • (202) 824-7000 www.aga.org AGC Associated General Contractors of America (The) (703) 548-3118 www.agc,org AHAM Association. of Home Appliance Manufacturers (202) 872-5955 www.aham.org Al Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800) 242-3837 www.aia.org (202) 626-7300 AISC American Institute of Steel Construction (800) 644-2400 www.aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452-7100 www.steel.org COLLYER BOATHOUSE REFERENCES 0142 00-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES AITC American Institute of Timber Construction (303) 792-9559 www.aitc-glulam.org ALCA Associated Landscape Contractors of America (Now PLANET - Professional Landcare Network) ALSC American Lumber Standard Committee, Incorporated (301) 972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts, Inc. (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air -Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air -Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org COLLYER BOATHOUSE REFERENCES 0142 00-6 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES ASTM ASTM International (American Society for Testing and Materials International) www.astm.org (610) 832-9585 AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600 AWPA American Wood -Preservers' Association (334) 874-9800 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com SIA Brick Industry Association (The) (703) 620-0010 www.bia.org BICSI BICSI (800) 242-7405 www.bicsi.org (813) 979-1991 BISSC Baking Industry Sanitation Standards Committee (866) 342-4772 www.bissc.org CCC Carpet Cushion Council (203) 637-1312 www.carpetcushion.org CDA Copper Development Association (800) 232-3282 www.copper.org (212) 251-7200 CGA Compressed Gas Association (703) 788-2700 www.cganet.com CIMA Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainJinkinfo.org COLLYER BOATHOUSE REFERENCES 0142 00-7 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES CPA Composite Panel Association (301) 670-0604 www.pbmdf com CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet & Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.ersi.org CSI Cast Stone Institute (770) 972-3011 www.caststone.org CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org CTI Cooling Technology Institute (281) 583-4087 www.cti.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA EIFS Industry Members Association (800) 294-3462 www.eima.com (770) 968-7945 E.ICDC Engineers Joint Contract Documents Committee (703) 295-5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org ESD ESD Association (315) 339-6937 www.esda.org FMG FM Global (401) 275-3000 www.finglobal.com FSA Fluid Sealing Association (610) 971-4850 www.fluidsealing.com COLLYER BOATHOUSE REFERENCES 0142 00-8 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES FSC Forest Stewardship Council 49 228 367 66 0 www.fsc.org GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208 www.glasswebsite.com GS Green Seal (202) 872-6400 www.greenseal.org GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org Hydraulic Institute (888) 786-7744 www.pumps.org (973) 267-9700 HI Hydronics Institute (908) 464-8200 www.gamanet.org HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www.hpva.org HPW H. P. White Laboratory, Inc. (410) 838-6550 www.hpwhite.com IBR Institute of Boiler & Radiation Manufacturers ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369 www.icea.net ICRI International Concrete Repair Institute, Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.ieee.org IESNA Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org TEST Institute of Environmental Sciences and Technology (847) 255-1561 www.iest.org COLLYER BOATHOUSE REFERENCES 0142 00-9 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613) 233-1510 www.igmaonline.org ILI Indiana Limestone Institute of America, Inc. (812) 275-4426 www.iliai.com ISO , International Organization for Standardization 41 22 749 01 11 www.iso.ch Available from ANSI (202) 293-8020 www.ansi.org ISSFA International Solid Surface Fabricators Association (877) 464-7732 www.issfa.net (702) 567-8150 ITS Intertek (800) 345-3851 www.inteitek.com (713) 407-3500 ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (Now part. of CPA) LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (804) 314-8955 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple Flooring Manufacturers Association, Inc. (847) 480-9138 www.maplefioor.org MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MHIA Material Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 MIA Marble Institute of America (440) 250-9222 www.marble-institute.com MPI Master Painters Institute (888) 674-8937 www.paintinfo.com COLLYER BOATHOUSE REFERENCES 01 42 00-10 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc. www.mss-hq.com (703) 281-6613 NAAMIVI National Association of Architectural Metal Manufacturers (312) 332-0405 www.naamm.org NACE NACE International (800) 797-6623 (National Association of Corrosion Engineers International) (281) 228-6200 www.nace.org NADCA National Air Duct Cleaners Association (202) 737-2926 www.nadca.com NAIMA North American Insulation Manufacturers Association (703) 684-0084 www.naima.org NBGQA National Building Granite Quarries Association, Inc. (800) 557-2848 www.nbgga.com NCAA National Collegiate Athletic Association (The) (317) 917-6222 www.ncaa.org NCMA National Concrete Masonry Association (703) 713-1900 www.ncma.org NCPI National Clay Pipe Institute (262) 248-9094 www.ncpi.org NCTA National Cable & Telecommunications Association (202) 775-3550 www.ncta.com NEBB National Environmental Balancing Bureau (301) 977-3698 www.nebb.org NECA National Electrical Contractors Association (301) 657-3110 www.necanet.org NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nehna.org NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA InterNational Electrical Testing Association (888) 300-6382 www.netaworld.org (303) 697-8441 NFHS National Federation of State High School Associations (317) 972-6900 www.nfhs.org COLLYER BOATHOUSE REFERENCES 0142 00-11 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES NFPA NFPA (800) 344-3555 (National Fire Protection Association) (617) 770-3000 www.nfpa.org NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc,org NGA National Glass Association (866) 342-5642 www.glass.org (703) 442-4890 NHLA National Hardwood Lumber Association (800) 933-0318 www.natlhardwood.org (901) 377-1818 NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016 www.nofma.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 NRMCA National Ready Mixed Concrete Association (888) 846-7622 www.nrmca.org (301) 587-1400 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010 www.nsf.org NSSGA National Stone, Sand & Gravel Association (800) 342-1415 www.nssga.org (703) 525-8788 NTMA National Terrazzo & Mosaic Association, Inc. (The) (800) 323-9736 www.ntma.com (540) 751-0930 NYBFU New York Board of Fire Underwriters (212) 227-3700 www.nybfu.org PCI Precast/Prestressed Concrete Institute (312) 786-0300 www.pci.org PDCA Painting & Decorating Contractors of America (800) 332-7322 www.pdca.com (314) 514-7322 PDI Plumbing & Drainage Institute (800) 589-8956 www.pdionline.org (978) 557-0720 PGI PVC Geomembrrane Institute (217) 333-3929 http://pgi-tp.ce.uiuc.edu COLLYER BOATHOUSE REFERENCES 01 42 00-12 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES PLANET Professional Landcare Network (800) 395-2522 www.landcarenetwork.org PTI Post -Tensioning Institute (602) 870-7540 www.post-tensioning.org RCSC Research Council on Structural Connections (800) 644-2400 www.boltcouncil.org (312) 670-2400 RFCI Resilient Floor Covering Institute (301) 340-8580 www.rfci.corn RIS Redwood Inspection Service (888) 225-7339 www.calredwood.org (415) 382-0662 SAE SAE International (877) 606-7323 www.sae.org (724) 776-4841 SBI Steel Boiler Institute SDI Steel Deck Institute (847) 458-4647 www.sdi.org SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SEFA Scientific Equipment and Furniture Association (516) 294-5424 www.sefalabs.coni SGCC Safety Glazing Certification Council (315) 646-2234 www.sgcc.org SIA Security Industry Association (703) 683-2075 www.siaonline.org SJI Steel Joist Institute (843) 626-1995 www.steeljoist.org SMA Screen Manufacturers Association (561) 533-0991 www.smacentral.org SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980 National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers (914) 761-1100 www.smpte.org COLLYER BOATHOUSE REFERENCES 0142 00-13 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES SPFA Spray Polyurethane Foam Alliance (800) 523-6154 www.sprayfoam.org SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org SPRI Single Ply Roofing Industry (781) 647-7026 www.spri.org SSINA Specialty Steel Industry of North America (800) 982-0355 www.ssina.com (202) 342-8630 SSPC SSPC: The Society for Protective Coatings (877) 281-7772 www.sspc.org (412) 281-2331 STI Steel Tank Institute (847) 438-8265 www.steeltank.corn SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974 www.swrionline.org TCA Tile Council of America, Inc. (864) 646-8453 www.tileusa.corn TIA/EIA Telecommunications Industry Association/Electronic (703) 907-7700 Industries Alliance www.tiaonline.org TMS The Masonry Society (303) 939-9700 www.rnasonrysociety.org TPI Truss Plate Institute, Inc. (703) 683-1010 www.tpinst.org TPI Turfgrass Producers International (847) 649-5555 www.turfgrasssod.org TRI Tile Roofing Institute (312) 670-4177 www.tileroofrng.org UFPO Underground Facilities Protective Organization (800) 962-7962 www.ufpo.org (800) 962-7811 UL Underwriters Laboratories Inc. (877) 854-3577 www.ul.com (847) 272-8800 COLLYER BOATHOUSE REFERENCES 0142 00-14 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES UNI Uni-Bell PVC Pipe Association (972) 243-3902 www.uni-belLorg USGBC U.S. Green Building Council (202) 828-7422 www.usgbc.org WASTEC Waste Equipment Technology Association (800) 424-2869 www.wastec.org (202) 244-4700 WCSC Window Covering Safety Council (800) 506-4636 www.windowcoverings.org WDMA Window & Door Manufacturers Association (800) 223-2301 www.wdma.corn WI Woodwork Institute (916) 372-9943 www.wicnet.org WMJVIPA Wood Moulding & Millwork Producers Association (800) 550-7889 www.wmmpa.com (530) 661-9591 WSRCA Western States Roofing Contractors Association (800) 725-0333 www.wsrca.com (650) 570-5441 WWPA Western Wood Products Association (503) 224-3930 www.wwpa.org B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICC international Code Council (888) 422-7233 www.icesafe.org (703) 931-4533 ICC -ES ICC Evaluation Service, Inc. (800) 423-6587 www.icc-es.org (562) 699-0543 NEC National Electric Code COLLYER BOATHOUSE REFERENCES 0142 00-15 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers www.usace.army.mil CPSC Consumer Product Safety Commission www.cpsc.gov (800) 638-2772 (301) 504-7923 DOC Department of Commerce (202) 482-2000 www.commerce.gov DOD Department of Defense (215) 697-6257 http://.dodssp.daps.dla.mil DOE Department of Energy (202) 586-9220 www.energy.gov EPA Environmental Protection Agency (202) 272-0167 www.epa.gov FAA Federal Aviation Administration (866) 835-5322 www.faa.gov FCC Federal Communications Commission. (888) 225-5322 www.fcc.gov FDA Food and Drug Administration (888) 463-6332 www.fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology (301) 975-6478 www.nist.gov COLLYER BOATIEIOUSE REFERENCES 0142 00-16 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES OSHA Occupational Safety & Health Administration www.osha.gov PBS Public Building Service (See GSA) PHS Office of Public Health and Science www.osophs.dhhs.gov/ophs RUS Rural Utilities Service (See USDA) SD State Department www.state.gov TRB Transportation Research Board www.nas.edu/trb USDA Department of Agriculture www.usda.gov USPS Postal Service www.usps.com 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED ****END OF SECTION 0142 00**** (800) 321-6742 (202) 693-1999 (202) 690-7694 (202) 720-9540 (202) 647-4000 (202) 334-2934 (202) 720-2791 (202) 268-2000 COLLYER BOATHOUSE REFERENCES 0142 00-17 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 00 Ithaca, New York QUALITY CONTROL SECTION 0145 00 QUALITY CONTROL 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall provide and maintain an effective Contractor Quality Control (CQC) program and perform sufficient inspections and tests of all items of work, including those of Subcontractors, to ensure compliance with Contract Documents. Include surveillance and tests specified in the technical sections of the Specifications. Furnish appropriate facilities, instruments, and testing devices required for performance of the quality control function. Controls must be adequate to cover construction operations and be keyed to the construction sequence. Construction shall not begin until the Owner has approved the CQC program. 1.2 CONTROL OF ON-SITE CONSTRUCTION A. Include a control system for the following phases of inspection: 1. Pre -Installation Meeting. For all sections where pre -installations are defined, the Contractor shall arrange for a pre -installation meeting. When practical, pre- installation meetings shall be scheduled to take place on the same day as regularly schedule progress meetings. The Contractor shall make available, during this meeting, all approved submittals and products. a. Agenda to include the following: i. Appointment ii. Appointment of official representatives of participants in the Project. iii. Review of existing conditions and affected work, and testing thereof as required. iv. Review of installation procedures and requirements. v. Review of environmental and site condition requirements. vi. Schedule of the applicable portions of the Work. vii. Schedule of submission of samples, color chips, and items for Owners consideration. viii. Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences, Section 01500. ix. Requirements for notification for reviews. Allow a minimum of 48 hour notice to Engineer for review of the Work. COLLYER BOATHOUSE QUALITY CONTROL 01 45 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 00 Ithaca, New York QUALITY CONTROL x. Requirements for inspections and tests, as applicable. Schedule and undertake inspections and tests in accordance with Section 01410. xi. Delivery schedule of specified equipment. xii. Special safety requirements and procedures. b. The following minimum personnel shall be at the meeting: i. Project Manager. ii. Project Field Supervisor iii. Subcontractor iv. Engineer's Representative v. Owners Representative vi. Commissioning Agent, when applicable vii. Testing Agency, when applicable 2. Preparatory Inspection. Perform this inspection prior to beginning work on any definable feature of work. Include a review of contract requirements with the supervisors directly responsible for the performance of the work; check to assure that materials, products, and equipment have been tested, submitted, and approved; check to assure that provisions have been made for required control testing; examine the work area to ascertain that preliminary work has been completed; physically examine materials and equipment to assure that they conform to shop drawings and data and that the materials and equipment are on hand. 3. Initial Inspection. Perform this inspection as soon as work commences on a representative portion of a particular feature of workmanship review control testing for compliance with contract requirements. 4. Follow-up Inspections. Perform these inspections on a regular basis to assure continuing compliance with contract requirements until completion of that particular work. 1.3 CONTROL OF OFF-SITE OPERATIONS A. Perform factory quality control inspections for items fabricated or assembled off-site as opposed to "off-the-shelf' items. The CQC Representative at the fabricating plant shall be responsible for release of the fabricated items for shipment to the job site. The CQC Representative at the job site shall receive the item and note any damage incurred during shipment. The Contractor shall be responsible for protecting and maintaining the item in good condition throughout the period of on-site and during erection or installation. Although any item found to be faulty may be rejected before its use, final acceptance of an item by the Owner is based on its satisfactory incorporation into the work and acceptance of the completed project. COLLYER BOATHOUSE QUALITY CONTROL 0145 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 00 Ithaca, New York QUALITY CONTROL 1.4 TESTING A. The Owner may engage the services of an independent testing laboratory to confirm that an installed item or element of work conforms to the Specification and workmanship requirements. 1.5 OWNER'S REPRESENTATIVE A. The Owner shall designate a Representative to monitor the progress and execution of the work. The Representative shall have the authority to call for test samples, to approve or to reject work performed and to stop work in progress, if, in its opinion, the work is not in conformance with the Contract Documents. The Representative shall not be authorized to make changes or interpretations of the Contract Documents. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 0145 00**** COLLYER BOATHOUSE QUALITY CONTROL 0145 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 29 Ithaca, New York TESTING LABORATORY SERVICES SECTION 01 45 29 TESTING LABORATORY SERVICES 1.0 GENERAL L1 DESCRIPTION A. The Owner will employ and pay for the services of an Independent Testing Laboratory to perform specified services. 1. Contractor shall cooperate with the laboratory to facilitate the execution of its required services. 2. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract. B. Testing Laboratory services are specified in connection with work including but not limited to the following: 1. New York State Building Code, Chapter 17, Special Inspections 2. Cast -in-place Concrete: Section 03 30 00. 1.2 QUALIFICATIONS OF LABORATORY A. Meet "Recommended Requirements for Independent Laboratory Qualification", latest edition, published by American Council of Independent Laboratories. B. Meet basic requirements of ASTM E329 -05b, "Standard Specification for Agencies Engaged in Construction Inspection and/or Testing ". C. Authorized to operate in the State of New York. D. Testing and inspections shall be performed under the direction of Licensed Professional Engineer registered in the State of New York who shall be responsible for administering all testing and inspections and shall certify any local agency requirements. E. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of National Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. F. Testing Equipment: 1. Calibrated at maximum 12 month intervals by devices of accuracy traceable to either: a. National Bureau of Standards b. Accepted values of natural physical constants. 2. Submit copy of certificate of calibration made by accredited calibration agency. COLLYER BOATHOUSE TESTING LABORATORY 0145 29-1 SEAWALL REPLACEMENT SERVICES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 29 Ithaca, New York TESTING LABORATORY SERVICES 1.3 LABORATORY DUTIES A. Cooperate with Owner, Engineer and Contractor; provide qualified personnel promptly on notice. B. Perform specified inspections, sampling and testing of materials and methods of construction. 1. Comply with specified standards, ASTM, other recognized authorities, and as specified. 2. Ascertain compliance of materials with requirements of Contract Documents. C. Promptly notify Owner, Engineer and Contractor of observed irregularities or deficiencies of work or products. D. Should Laboratory tests of material performed at specified intervals of time indicate that strengths do not meet Specification requirements, the Inspection Agency and Geotechnical Engineer shall IMMEDIATELY notify the Owner, Contractor and Engineer. The Engineer shall determine whether remedial action is necessary. E. Promptly submit written report of each test and inspection; one copy each to Engineer, Owner, Contractor, and one copy to Record Documents File. Each report shall include: 1. Date issued. 2. Project title and number. 3. Testing laboratory name, address and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions. 7. Date of test. 8. Identification of product and specification section. 9. Location of sample or test in the Project. 10. Type of inspection or test. 11. Observations on compliance with Contract Documents. F. Prepare a summary report for each category of inspection certifying that the work has been inspected and meets the Contract Documents. Specifically list all discrepancies found which have not yet been repaired or resolved. G. Perform additional tests as required by Engineer or the Owner. COLLYER BOATHOUSE TESTING LABORATORY 01 45 29-2 SEAWALL REPLACEMENT SERVICES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 29 Ithaca, New York TESTING LABORATORY SERVICES 1.4 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of the Work. 3. Perforin any duties of the Contractor. 1.5 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel. Provide access to Work, and Manufacturer's operations. B. Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and for which testing is specified. C. Provide to the laboratory the approved design mixes proposed to be used for concrete, and other material mixes which require control by the testing laboratory. D. Furnish copies of Products test reports as required. E. Furnish incidental labor and facilities: 1. To provide access to Work to be tested. 2. To obtain and handle samples at the Project site or at the source of the product to be tested. 3. To facilitate inspections and tests. 4. For Laboratory's exclusive use for storage and curing of test samples. F. Notify laboratory a minimum of 24 hours in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. 1. When tests or inspections cannot be performed after such notice, reimburse laboratory for personnel and travel expenses incurred due to Contractor's responsibility. G. Make arrangements with laboratory and pay for additional samples and, tests required for Contractor's convenience. H. Employ and pay for the services of a separate, equally qualified independent testing laboratory to perform additional inspections, sampling and testing required when initial tests indicate Work does not comply with Contract Documents. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 45 29*** COLLYER BOATHOUSE TESTING LABORATORY 0145 29-3 SEAWALL REPLACEMENT SERVICES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 33 Ithaca, New York CODE -REQUIRED SPECIAL INSPECTIONS AND PROCEDURES SECTION 0145 33 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES 1.0 GENERAL 1.1 REQUIREMENTS A. Special Inspections and Structural Testing shall be in accordance with Chapter 17 of the Building Code of New York State (BCNYS). B. Hold a Special Inspections preconstruction meeting at least 7 days prior to the initial planned date for start of construction. 1. Discussion shall include the following: a. Review of specifications and Schedule of Special Inspections for work requiring Special Inspections. b. Responsibilities of Contractor, Owner, Testing Agency, Special Inspector, and Registered Design Professional. c. Notification and reporting procedures. 2. Attendees shall include the Contractor, Owner's representative, Testing Agency, Special Inspector, and Registered Design Professionals for Structural Engineering and for Architecture. 1.2 DEFINITIONS A. Registered Design Professional: The licensed Professional Engineer whose seal appears on the Construction Drawings. B. Code Enforcement Official: The Officer or other designated authority charged with administration and enforcement of the BCNYS. C. Testing/Inspecting Agency: An agent retained by the Special Inspector or by the Owner and coordinated by the Special Inspector, to perform some of the inspection services on behalf of the Special Inspector. (An example of an Inspecting Agent is a Geotechnical Engineer.) D. Statement of Special Inspections: A document prepared by the Registered Design Professional and filed with and approved by the Code Enforcement Official that includes the Schedule of Special Inspections listing the materials and work requiring Special Inspections. This document includes the inspections and verifications required for the project and the individuals, agencies, and/or firms who will be retained to perform these services. E. Continuous Special Inspection: The full-time observation of work by the Special Inspector or Testing Agency while the work is being performed. COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 0145 33-1 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 33 Ithaca, New York CODE -REQUIRED SPECIAL INSPECTIONS AND PROCEDURES F. Periodic Special Inspections: The part-time or intermittent observation of work by the Special Inspector or Testing Agency for work that has been or is being performed and at the completion of the work. 1.3 QUALIFICATIONS A. The Special Inspector and Testing/Inspecting Agency shall be accepted by the Owner. B. Special Inspections shall be performed by agents who have relevant experience for each category of inspections indicated on the drawings. C. Minimum qualifications of inspection agents are indicated on the drawings. 1.4 SUBMITTALS A. The Special Inspector and Testing/Inspecting Agency shall submit to the Registered Design Professional and Code Enforcement Official for review, a copy of their qualifications including the names and qualifications of each of the individual inspectors and technicians who will be performing inspections or tests. B. The Special Inspector and Testing/Inspecting Agency shall disclose any past or present business relationship or potential conflict of interest with the Contractor or any of the Subcontractors whose work will be inspected or tested. 1.5 PAYMENT A. The Owner will engage and pay for the services of the Special Inspector and Testing/Inspecting Agency. B. If any materials requiring Special Inspections are fabricated in a plant not located within 200 miles of the project site, the Contractor shall be responsible for the travel expenses of the Special Inspector or Testing/Inspecting Agency. C. The Contractor shall be responsible for the cost of any retesting or re -inspection of work failing to comply with the requirements of the Contract Documents. 1.6 OWNER RESPONSIBILITIES A. The Owner will provide the Special Inspector with a complete set of Contract Documents sealed by the Registered Design Professional and approved by the Code Enforcement Official. 1.7 CONTRACTOR RESPONSIBILITIES A. The Contractor shall cooperate with the Special Inspector and his agents so that Special Inspections and testing may be peiforrned without hindrance. B. As indicated in the Schedule of Special Inspections, the Contractor shall notify the Special Inspector and/or Testing/Inspecting Agency at least 48 hours in advance of a required inspection or test. COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 01 45 33-2 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 33 Ithaca, New York CODE -REQUIRED SPECIAL INSPECTIONS AND PROCEDURES C. The Contractor shall provide incidental labor and facilities to provide access to the work to be inspected or tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, and for storage and curing of test samples. D. If Special Inspections or testing require the use of the Contractor's scaffolding to access work areas, the Contractor shall provide a competent person to perform the daily evaluation of the scaffolding to verify that it is safe to use. The Contractor shall notify the Special Inspector and Testing Agent of this review before each use. The Contractor is responsible for the safe assembly and stability of the scaffolding. E. The Contractor shall keep the latest set of Construction Drawings, field sketches, accepted shop drawings, and specifications at the project site for field use by the Inspectors and Testing Technicians. F. The Contractor shall perform remedial work (if required) and sign non-conformance reports stating that reinedial work has been completed. The Contractor shall submit signed reports to the Special Inspector as work proceeds. G. The Special Inspection program shall in no way relieve the Contractor of his obligation to perform work in accordance with the requirements of the Contract Documents or from implementing an effective Quality Control program. H. The Contractor shall be solely responsible for construction site safety. 1.8 LIMITS ON AUTHORITY A. The Special Inspector or Testing/Inspecting Agency shall not release, revoke, alter, or enlarge on the requirements of the Contract Documents. B. The Special Inspector or Testing/Inspecting Agency shall not have control over the Contractor's means and methods of construction. C. The Special Inspector or Testing/lnspecting Agency shall not be responsible for construction site safety. D. The Special Inspector or Testing/Inspecting Agency shall not have the authority to stop the work. 2.0 INSPECTIONS AND TESTING 2.1 CAST -IN-PLACE CONCRETE A. The Special Inspector shall perforin the following: 1. Inspect reinforcing steel and placement. 2. Inspect embedded bolts and anchor rods prior to concrete placement. B. The Testing Agency shall perform the following: 1. Verify the use of the required design mix. COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 01 45 33-3 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 33 Ithaca, New York CODE -REQUIRED SPECIAL INSPECTIONS AND PROCEDURES 2. Sample and test concrete during placement as follows (tests shall be taken at point of discharge into structure): a. Record specific location(s) where the concrete was placed. Refer to column lines where possible. b. Record time concrete is batched as shown on truck ticket, time placement begins/sample time, and time truck is emptied. c. Sample fresh concrete in accordance with ASTM C 172, except modified for slump to comply with ASTM C 94. d. Perform slump test in accordance with ASTM C 143. e. Measure air content in accordance with ASTM C 231, pressure method, one for each truckload of ready -mixed concrete (air -entrained or non -air -entrained). f. Record temperature of concrete for each truck. Test in-place concrete temperature hourly when ambient temperature is 40 degrees F and below and when 80 degrees F and above. g. Record air temperature and general weather conditions (cloudy, windy, sunny, etc.). h, Record unit weight of fresh lightweight concrete in accordance with ASTM C 567. i. Perform concrete compressive tests as follows: Prepare compressive test specimens in accordance with ASTM C 31. Store undisturbed in an insulated box during cold weather. Deliver to laboratory between 16 and 32 hours after making. Perform compressive tests in accordance with ASTM C 39: two specimens tested at 7 days, two specimens tested at 28 days, and two specimens retained in reserve for later testing if required. j. Perfonn additional testing as follows if required: Take an additional set of cylinders for compressive strength testing for each truck in which the total time period between batching and completion of placement has exceeded the ACI recommended 90 -minute - maximum time limit and is likely to exceed 120 minutes. Additional cylinders shall be taken within 10 minutes of placement completion. ii. Make additional tests of in-place concrete when test results indicate specified concrete strengths and/or other characteristics have not been attained in the structure. iii. Perform tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42 or by other methods acceptable to Engineer. iv. Contractor shall reimburse Owner for the costs of additional tests. COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 0145 33-4 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 33 Ithaca, New York CODE -REQUIRED SPECIAL INSPECTIONS AND PROCEDURES 3. Inspect concrete placement for proper application techniques. 4. Inspect for maintenance of specified curing temperature and techniques. 3.0 DOCUMENTATION 3.1 RECORDS AND REPORTS A. Detailed reports shall be prepared of each test or inspection. The reports shall include the following general information: 1. Project name and number. 2. Date of test or inspection. 3. Name of Testing Agency or Inspecting Agency. 4. Name of technician or inspector. 5. Weather conditions. 6. Locations and elevations of specific areas tested or inspected referenced to gridlines. 7. Description of test or inspection. 8. Reference to applicable ASTM standard. 9. Summary of observations, results, and recommendations. 10. Description of any areas or materials requiring retesting or re -inspection. B. Concrete compressive strength test reports shall contain the following information: 1. Name of Contractor and concrete supplier. 2. Name of concrete testing service. 3. Name of technician making and testing specimens. 4. Truck number and delivery ticket number. 5. Date and location within the structure of concrete placement. 6. Concrete type, class, mix proportions of materials, and design compressive strength at 28 days. 7. Slump, air content, unit weight, and concrete temperature. 8. Total time period between batching and completion of placement for each truck. 9. Compressive strength and type of break for all tests. COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 0145 33-5 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 33 Ithaca, New York CODE -REQUIRED SPECIAL INSPECTIONS AND PROCEDURES C. Field reports for concrete inspection shall contain the general information noted above, plus ambient temperature and cylinder numbers. D. Test reports for masonry materials shall include proportions, composition, and compressive strength. 3.2 COMMUNICATION A. The Testing/Inspecting Agency shall immediately notify the Owner, Contractor, Special Inspector, and Registered Design Professional by telephone, fax, or email of any test results failing to comply with the requirements of the Contract Documents. B. The Special Inspector shall immediately notify the Contractor of any work found to be in nonconformance with the Contract Documents during inspections. If the nonconforming work is not corrected while the Special Inspector is on-site, the Special Inspector shall notify the Owner and Registered Design Professional within 24 hours (one business day) and issue a nonconformance report. The Special Inspector may use the Special Inspection Non -Conformance Report form at the end of this section or other similar fonn. C. If the nonconforming work is not corrected at the time of substantial completion of the structure or other appropriate time, the Special Inspector shall notify the Owner. 3.3 DISTRIBUTION OF REPORTS A. The Testing/Inspecting Agency shall submit reports to the Owner, Special Inspector and the Registered Design Professional within 7 days of the inspection or test. Legible handwritten reports may be submitted if final typed copies are not available. B. The Special Inspector shall submit reports to the Owner and Registered Design Professional within 7 days of the inspections. Legible handwritten reports may be submitted if final typed copies are not available. C. If requested by the Code Enforcement Official, the Special Inspector shall submit interim reports which include all inspections and tests performed since the beginning of construction or since the previous interim report. Interim reports shall be addressed to the Code Enforcement Official with copies sent to the Registered Design Professionals (Structural Engineer) and Contractor. Interim reports shall be signed by the agent performing inspections. 3.4 FINAL REPORT OF SPECIAL INSPECTIONS A. At the completion of work, each Testing/hlspecting Agency shall submit an Agent's Final Report of Special Inspections to the Special Inspector stating that work was completed in substantial conformance with the Contract Documents and that appropriate inspections and tests were performed. The Testing/Inspecting Agency may use the Agent's Final Report of Special Inspections form provided at the end of this section or other similar form. COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 01 45 33-6 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0145 33 Ithaca, New York CODE -REQUIRED SPECIAL INSPECTIONS AND PROCEDURES B. At the completion of work, the Special Inspector shall compile all inspection and test reports generated by each Agent into a Final Report of Special Inspections. The Final Report of Special Inspections shall state that required inspections have been performed and shall itemize any nonconforming work not corrected or resolved. C. The Special Inspector may use the Final Report of Special Inspections form provided at the end of this section or other similar form based on CASE Form 102-2001. D. The Special Inspector shall submit The Final Report of Special Inspections to the Owner, Registered Design Professional and Code Enforcement Official prior to issuance of a Certificate of Use and Occupancy. COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 0145 33-7 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 DATE: TO: CC: FROM: PROJECT: SPECIAL INSPECTION NON-CONFORMANCE REPORT NO. Contractor: , Special Inspector PART I: REFERENCE SPECIAL INSPECTION REPORT NO. (Attach copy of report) DESCRIPTION OF NON-CONFORMANCE: RDP RESPONSE: (PROVIDE ATTACHMENTS IF NECESSARY) RDP SIGNATURE DATE IS REINSPECTION BY SPECIAL INSPECTOR REQUIRED o YES o NO PART II: CONTRACTOR VERIFICATION (To be completed by either the [General Contractor or Construction Manager] or Subcontractor and returned to the Special Inspector and the RDP.) I verify that as of the date listed, the non -conforming item noted above has been corrected as required. Date Completed By (Contractor's Site Representative) COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 0145 33-8 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 AGENT'S FINAL REPORT OF SPECIAL INSPECTIONS Project Name: Location: Special Inspector's Project: Agent's Project: Special Inspector: Agent: To the best of my information, knowledge, and belief, the Special Inspections or testing required for this project and designated for this Agent in the Statement of Special Inspections (which includes the Schedule of Special Inspections) submitted for permit have been performed and discovered discrepancies have been reported and resolved other than the following: Comments: [Attach continuation sheets if required to complete description of uncorrected discrepancies.] Respectfully submitted, Agent of the Special Inspector (Type or print name) Signature Date Address City, State, Zip Design Professional Seal or Certification COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 0145 33-9 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 Project Name: Location: FINAL REPORT OF SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS Owner: CORNELL UNIVERSITY Owner's Address: Registered Design Professionals Architecture: Name Address Structural Engineering: Nance Address Special Inspector: Nance Address To the best of my information, knowledge, and belief, the Special Inspections required for this project and itemized in the Statement of Special Inspections (which includes the Schedule of Special Inspections) submitted for permit have been performed and discovered discrepancies have been reported and resolved other than the following: Continents: [Attach continuation sheets f required to complete description of uncorrected discrepancies.] Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Agent's Final Reports of Special inspections are attached and are also a part of this Final Report. Respectfully submitted, Special Inspector (Type or print name) Signature Date ***END OF SECTION 0145 33*** Professional Seal COLLYER BOATHOUSE CODE -REQUIRED SPECIAL 0145 33-10 SEAWALL REPLACEMENT INSPECTIONS & PROCEDURES NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0150 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall furnish, install and maintain all temporary facilities and services of every kind, as required by the Contractor and by its subcontractors for their performance of the Work and compliance with the Contract Documents, and shall remove such facilities and complete such services upon the completion of all other work, or as Cornell University may direct. B. The Contractor shall obtain all required permits and approvals for and shall provide, construct, or install, as well as operate, maintain, service and remove temporary facilities and services. 1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State and local codes and safety regulations, 2.0 PRODUCTS 2.1 MATERIALS, GENERAL A. Choice of materials, as suitable for the accomplishment of the intended purpose, is the Contractor' s option. B. Materials may be new or used, but must not violate requirements of applicable codes, standards and specifications. 2.2 TEMPORARY FIRST AID FACILITIES A. Provide first aid equipment and supplies, with qualified personnel continuously available to render first aid at the site. B. Provide a sign, posted at the telephone, listing the telephone numbers for emergency medical services: Physicians, ambulance services and hospitals. 2.3 TEMPORARY FIRE PROTECTION A. Provide a fire protection and prevention program for employees and personnel at the site. Comply with NFPA 241. Develop, manage, and supervise an overall fire -prevention and - protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information COLLYER BOATHOUSE TEMPORARY FACILITIES 01 50 00-1 SEAWALL REPLACEMENT AND CONTROLS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0150 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS B. Equipment: 1. Provide and maintain fire extinguishing equipment ready for instant use at all areas of the Project and at specific areas of critical fire hazard. 2. Hand extinguishers of the types and sizes recommended by the National Board of Fire Underwriters to control fires from particular hazards. 3. Construction period use of permanent fire protection system. 4. Water hoses connected to an adequate water pressure and supply system to reach each area or level of construction upon building enclosure or heating of the building. 5. Maintain existing standpipes and hoses for fire protection. Provide additional temporary hoses where required to comply with requirements. Hang hoses with a warning sign stating that hoses are for fire -protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. Provide hoses of sufficient length to protect construction areas. 6. Maintain unobstructed access to fire extinguishers, fire hydrants, siamese connections, standpipes, temporary fire -protection facilities, stairways, and other access routes for firefighting. 7. Where existing or temporary fire protection services are being replaced with new fire protection services, do not remove or impair existing or temporary services until new services are placed into operation and use. 8. At earliest feasible date in each area of Project, complete installation of permanent fire - protection facility and systems, including connected services, and place into operation and use. Instruct key personnel on use of facilities. Protect and maintain permanent fire protection system. Repair or replace any components damaged during construction. C. Enforce fire -safety discipline: 1. Store combustible and volatile materials in an isolated, protected location. 2. Avoid accumulations of flammable debris and waste in or about the Project. 3. Prohibit smoking in the vicinity of hazardous conditions. 4. There is NO SMOKING allowed on construction sites located in any occupied building. Smoking is prohibited in all Cornell University buildings. 5. Closely supervise welding and torch -cutting operations in the vicinity of combustible materials and volatile conditions. 6. Supervise locations and operations of portable heating units and fuel. D. Maintain fire extinguishing equipment in working condition, with current inspection certificate attached to each extinguisher. COLLYER BOATHOUSE TEMPORARY FACILITIES 0150 00-2 SEAWALL REPLACEMENT AND CONTROLS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS E. Welding or burning operations shall be conducted under a Hot Work Permit issued in accordance with Section 01 41 00. Where such work is permitted, the Contractor shall provide an approved fire extinguisher in -good operating condition within easy reach of the operating personnel. In each instance, obtain prior approval of Cornell University Environmental Health & Safety. F. Advise Cornell University Environmental Health & Safety of any items affecting Life Safety, e.g., road blockages, exit closing, etc. 2.4 CONSTRUCTION AIDS A. Provide construction aids and equipment required to assure safety for personnel and to facilitate the execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes and other such equipment. B. When permanent stair framing is in place, provide temporary treads, platforms and railings, for use by construction personnel. C. Maintain all equipment in a safe condition. 2.5 TEMPORARY WATER CONTROL A. The Contractor shall provide, maintain and operate pumps required to keep the Work free of water at all times. B. Dispose of all water with due care and shall not infringe on the rights of others on the Site, of adjacent property owners and of the public. All cost in connection with the removal of such water shall be paid by the Contractor 2.6 TREE, PLANT AND LAWN PROTECTION A. Preserve and protect existing trees, plants and lawns at the site which are designated to remain, and those adjacent to the site. B. Consult with Owner, and remove agreed -on roots and branches which interfere with construction. I. Employ qualified tree surgeon to remove, and to treat cuts. C. Provide temporary fences to a height of six feet, around each, or around each group of trees and plants. Provide temporary lawn protection to prevent soil compaction. Reference Cornell University Design Standards and Details: http://cds. fs.cornelLedu/3ile/ 1 _S_3_Protective%20Construction%20Fencing%20for%20Trees%20Dtl.pdf D. Protect root zones of trees, plants and lawn areas: 1. Do not allow vehicular traffic or parking. 2. Do not store materials or products. COLLYER BOATHOUSE TEMPORARY FACILITIES 01 50 00-3 SEAWALL REPLACEMENT AND CONTROLS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 3. Prevent dumping of refuse or chemically injurious materials or liquids. 4. Prevent puddling or continuous running water. E. Carefully supervise excavating, grading and filling, and subsequent construction operations to prevent damage. F. Replace, or suitably repair, trees, plants and lawn areas designated to remain which are damaged or destroyed due to construction operations. G. Roots 2 inches or larger that are damaged or cut during construction are to be sawed off close to the tree side of the excavation. H. During the leafing -out period in the spring, extra care should be exercised to reduce root damage such as keeping exposed roots wet, saturating soil when backfilling around roots, and backfilling as soon as possible. I. Trees damaged during construction should be fertilized according to standard tree maintenance practices. J. If roots are cut back as a result of construction, proper pruning standards should be applied to compensate for root loss, while maintaining the natural character of the tree. 2.7 GUARDRAILS AND BARRICADES A. Provide guardrails, barricades, fences, footways, tunnels and other devices necessary to protect personnel and employees at the site, and the public, against hazards on or adjacent to the construction site. 1. Provide signs, warning lights, signals, flags and illumination as necessary to alert persons to hazards and to provide safe, adequate visibility in areas of hazards. 2. Closed sidewalks need to be indicated with OSHA -approved signs, as well as, proper barricades. 2.8 ACCESS ROADS AND PARKING AREAS A. Provide adequate temporary roads and walks to achieve all-weather access into the site from public thoroughfares, and within and adjacent to the site as necessary to provide uninterrupted access to field offices, work and storage areas. B. Grade and provide drainage facilities to assure runoff of rainwater and to avoid blockage of flow from adjacent areas. C. During dry weather wet down temporary unpaved areas when necessary to prevent blowing dust. 2.9 PROJECT IDENTIFICATION AND SIGNS A. No signs to be displayed at the project site, unless authorized by the Owner. COLLYER BOATHOUSE TEMPORARY FACILITIES 01 50 00-4 SEAWALL REPLACEMENT AND CONTROLS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 2.10 SECURITY A. The Contractor shall provide security services as required to protect the interests of the Owner. 2.11 FIELD OFFICES A. Provide a Field office facility as required to support the Contractor's activity on the job site, including space, office equipment and utility hookups. Installation shall be in a suitable location on the site as agreed to by the Owner. B. Costs shall be based on either purchase price or total anticipated rental, whichever is lower. The quantity and rental rates of all Field office facilities, whether rented from third parties or owned by the Contractor, shall be subject to the prior written approval of Cornell. C. Field Office shall include at a minimum the following: 1. Provide racks and files for Contract Documents and for Record Documents; conference table and chairs; and desks and chairs as required by Contractor. 2. Provide adequate artificial lighting, heating and cooling to provide comfortable conditions for occupants. 3. Provide direct line telephone, data and internes connections as required. Connection and disconnection fees, as well as monthly charges for data and telephone are the responsibility of Contractor. 4. Provide janitorial services D. Provide a designated break area within the project site limits to minimize interaction between construction personnel and the Campus community. E. Within fifteen (15) days of execution of the contract, contact Cornell Facilities Inventory Office to acquire a valid facility code and address for the all on-site construction trailers. Such identification is required for the Campus Police 911 Emergency Response System. 3.0 EXECUTION 3.1 PREPARATION A. Consult with Owner, review site conditions and factors which affect construction procedures and temporary facilities, including adjacent properties and public facilities which may be affected by execution of the work. 1. Designate the locations and extent of temporary construction, storage, and other temporary facilities and controls required for the expeditious accomplislunent of the Work. 2. Allow space for use of the site by Owner and by other contractors, as required by Contract Documents. COLLYER BOATHOUSE TEMPORARY FACILITIES 0150 00-5 SEAWALL REPLACEMENT AND CONTROLS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0150 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 3.2 GENERAL A. Comply with applicable requirements specified in sections of Division 02 through 40. B. Make work structurally, mechanically and electrically sound throughout. C. Install work in a neat and orderly manner. D. Maintain, clean, service and repair facilities to provide continuous usage, and to the quality specified for the original installation. E. Relocate facilities as required by progress of construction, by storage or work requirements, and to accommodate requirements of Owner and other contractors employed at the site. F. Keep the site, at all times during the progress of the Work, free from accumulation of waste matter or rubbish and shall confine its apparatus, materials and operations of its workers to the limits prescribed except as the latter may be extended with the approval of the Owner's Representative. Cleaning of the structure or structures must be performed daily and removal of waste matter or rubbish must be performed at least once a week. G. Contractor shall at all times keep access road and public roads clean of mud and construction debris and maintain dust control to the satisfaction of the Owner. 33 REMOVAL A. Completely remove temporary structures, materials, equipment and services: 1. When construction needs can be met by use of permanent construction. 2. At completion of the Project. B. Repair damage caused by installation or use of temporary facilities. Clean after removal. Restore existing or permanent facilities used for temporary purposes to specified, or to original condition. 1. Remove foundations and underground installations for temporary construction and utilities. Grade the areas of the site affected by temporary installations to required elevations and slopes, and clean the area. ***END OF SECTION 01 50 00*** COLLYER BOATHOUSE TEMPORARY FACILITIES 01 50 00-6 SEAWALL REPLACEMENT AND CONTROLS NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES SECTION 0151 00 TEMPORARY UTILITIES 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall furnish, install and maintain temporary utilities required by all trades for construction. Remove on completion of Work. B. The Contractor shall provide all labor and materials for temporary connections and distribution. 1.2 REOUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code, current edition. B. Comply with Federal, State and local codes and safety regulations and with utility company requirements. 2.0 PRODUCTS 2.1 MATERIALS, GENERAL A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER A. The Contractor shall have access to the Owner's water and electric power for constructing the Work. Temporary utility connections shall be made by the Contractor as close to its operations as possible as long as such connections do not over -load the capacity of the Owner's utilities or interfere with its customary utilization thereof. Utility access points shall be determined in cooperation with and acceptable to the Owner. B. The Contractor shall be responsible for the economic use of the Owner's Water and Power. The Owner will pay for the water and power consumed in the construction of the Work as long as economical usage of these utilities is maintained. The Owner reserves the right to meter and charge for the power and water consumed if in the opinion of the Owner the usage of these utilities is not economically conducted by the Contractor. In such an event, the Owner shall give three (3) days written notice to the Contractor of its intentions to meter and charge for temporary utilities used by the Contractor. C. All temporary power systems including wiring shall be removed by the Contractor when no longer required. COLLYER BOATHOUSE TEMPORARY UTILITIES 01 51 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 5100 Ithaca, New York TEMPORARY UTILITIES D. The minimum temporary lighting to be provided is at the rate of fifty foot candles, is to be maintained in each room and changed as required when interior walls are being erected. The required temporary lighting must be maintained for twenty-four (24) hours a day and seven (7) days a week at all stair levels and in all corridors below ground; in any and all egress; in all other spaces temporary lighting is to be maintained only during working hours. All temporary wiring and equipment shall be in conformity with the National Electric Code. E. The minimum temporary outdoor security lighting to be provided is as follows: 1. Along the perimeter of the site fence, consisting of vandal -resistant light fixtures with HID lamps, located 150 foot center, mounted on the inside of the construction fence. 2. Lighting for temporary pedestrian paths and roadways, to provide a minimum of 0.1 foot-candle on the path of travel. F. Three-phase temporary power circuits shall be installed as required to operate construction equipment of the various trades and to Install and test equipment such as pumps and elevators. The Contractor shall install and maintain temporary or permanent service for the permanently installed building equipment such as sump pumps, boilers, boiler controls, fans, pumps, so that such equipment may be operated when required and so ordered by the Owner's Representative for drainage or for temporary heat. G. Except as otherwise provided in the Contract, the Contractor shall submit to the Owner or the Owner's Representative for approval a proposed schedule of all utility shutdowns and cutovers of all types which may be required in connection with the Work. Such schedule shall provide a minimum of four (4) weeks advance notice to the Owner prior to the time of the proposed shutdown and cutover. The Contractor shall be responsible for all charges relating to shutdowns. 11. Discontinuance, Changes and Removal The Contractor shall: I. Discontinue all temporary services required by the Contract when so directed by the Owner or the Owner's Representative. The discontinuance of any such temporary service prior to the completion of the Work shall not render the Owner liable for any additional cost entailed thereby. 2. Remove and relocate such temporary facilities as directed by the Owner or the Owner's Representative, and shall restore the Site and the Work to a condition satisfactory to the Owner. 2.3 TEMPORARY CONTRACTOR TELEPHONE SERVICE A. Site Superintendent or their Representative shall carry a cellular telephone at all times. 2.4 TEMPORARY SANITARY FACILITIES A. Provide adequate toilet and washing facilities for the use of personnel and employees; locate convenient to work stations. COLLYER BOATHOUSE TEMPORARY UTILITIES 01 51 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 5100 Ithaca, New York TEMPORARY UTILITIES B. Existing plumbing facilities shall not be used by construction personnel. C. Facilities may be portable chemical -type toilets or temporary flush toilets connected to sanitary sewer, screened for privacy. D. Service, clean. and maintain facilities and enclosures in a neat, clean and sanitary condition. 3.0 EXECUTION 3.1 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore existing and permanent facilities used for temporary services to specified, or to original, condition. ***END OF SECTION 01 51 00*** COLLYER BOATHOUSE TEMPORARY UTILITIES 01 5100-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall be responsible for preparing and implementing an Erosion and Sediment Control Plan. B. This Section describes minimum standards for the prevention and control of erosion during the construction process and may not be sufficient for all sites. The Contractor shall remain responsible for the means and methods of preventing erosion and may be required to employ additional means and methods as required to prevent violations of local, state, or federal standards. C. On certain sites, a Storm Water Pollution Prevention Plan may also be required which may include additional or more specific requirements. The requirement for a Storxn Water Pollution Prevention Plan will be indicated by inclusion of Section 01 57 23 Storm Water Pollution Prevention Plan, or alternative equivalent Section, in the Contract Documents. 1.2 SUBMITTALS A. Submit an Erosion and Sediment Control Plan, as specified herein. B, Refer to Section 01 33 00 for general submittal requirements. 1.3 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS A. Plan shall comply with design specifications in the New York Guidelines for Urban Erosion and Sediment Control, NYS Stormwater Management Design Manual, NYSDEC Technical and Operational Guidance Series, good engineering practices, and this Section. B. Erosion and Sediment Control Plan shall be reviewed and approved by the Environmental Health and Safety Office, and implemented prior to any site work. C. Maintain Erosion and Sediment Control measures throughout the course of site construction activities until vegetative growth is established to the Owner's satisfaction. D. At conclusion of the Project, remove all remaining temporary erosion control structures and properly dispose of accumulated sediment on-site in areas approved by the Owner. COLLYER BOATHOUSE SOIL EROSION AND 01 5713-1 SEAWALL REPLACEMENT SEDIMENT CONTROL NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL 1.4 PERFORMANCE STANDARDS A. At no time shall construction operations or any related disturbance of the site result in the impairment of local waterways. "Impairment" is defined by regulations as including, but not limited to, the following: 1. The release of water into receiving waters that causes a substantial visible contrast to natural conditions; or 2. The deposition of significant sediment into such waters. B. Such deficiencies shall be corrected immediately by the Contractor to prevent further impairment. C. In addition, and without notice to the Contractor, the Owner shall also have the right, based on the Owner's independent assessment, to stop work or engage other contractor(s) to construct or correct such work as may be necessary to prevent the impairment of waterways, and to charge all costs related to such corrective or additional actions against the Contract. D. Acceptance of an Erosion and Sediment Control plan shall not in any way imply that the plan will be adequate in preventing impairment of waters, or that maintenance and modification will not be necessary. Rather, acceptance of the plan authorizes the Contractor to begin installation of the control measures under the assumption the appropriate maintenance and modification will be required throughout the life of the project to meet the project requirements. E. The Contractor's responsibilities under this Section shall end upon final completion and payment of the Work of the entire Contract. 1.5 EROSION AND SEDIMENT CONTROL PLAN COMPONENTS A. The Erosion and Sediment Control Plan submitted shall specifically address project measures, features, and areas critical to proper site erosion and sediment control. The Plan shall specifically include, but are not limited to, the following: 1. Site Map, to scale; 2. Measures to prevent stormwater from running onto the disturbed areas of the site; 3. Inlet protection for storm sewers and catch basins; 4. Measures to be used for dewatering; and 5. Measures to be used for soil stabilization, runoff control, and sediment control, including specific measures for the following: a. Site entrance stabilization b. Staging areas COLLYER BOATHOUSE SEAWALL REPLACEMENT SOIL EROSION AND 01 5713-2 SEDIMENT CONTROL NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL c. Material and soil stock piles d. Concrete curing operations e. Disturbed areas of the site In addition to the requirements included in these specifications, specific erosion control measures shown on the Contract Drawings, if any, shall also be required. B. All features shall be designed and installed in accordance with the references including in paragraph 1.3.A of this Section. C. Keep access roads and public roads clear of mud and construction debris at all times. Maintain dust control measures throughout construction. 1.6 INSPECTIONS A. At the sole discretion of the Owner, inspections may be performed by a third party or on - staff representative of the Owner. 1. The Owner may inspect the site at any time, without prior notification, for compliance with the Erosion and Sediment Control Plan and applicable local, state and federal regulations. Any instances of non -compliances or failure to meet the performance standards found must be resolved within 24 hours, with more immediate responses as required to mitigate active erosion during storm events or similar instances. 2. Modify the Erosion and Sediment Control Plan as necessary, to provide full compliance with the performance standards. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION -- NOT USED ***END OF SECTION 01 5713* COLLYERBOATHOUSE SOIL EROSION AND 01 57 13-3 SEAWALL REPLACEMENT SEDIMENT CONTROL NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION SECTION 01 66 00 STORAGE AND PROTECTION 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall receive, pile, store and handle all materials, equipment and other items incorporated or to be incorporated in the Work, including items furnished by the Owner in a careful and prudent manner and shall protect them against loss or damage from every source. B. The Contractor shall be responsible for obscuring from public view, in a manner acceptable to the Owner, staging and storage areas. 1.2 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions; using means and methods that will prevent damage, deterioration, and loss, including theft. B. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction space. C. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. D. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installation. E. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. F. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement or damage. 1.3 STORAGE A. Materials stored on the Site shall be neatly piled and protected, and shall be stored in a neat and orderly manner in locations that shall not interfere with the progress of the Work or with the daily functioning of the Institution. B. Materials subject to weather damage shall be protected against the weather by floored weatherproof temporary storage sheds. C. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. COLLYER BOATHOUSE STORAGE AND PROTECTION 01 66 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0166 00 Ithaca, New York STORAGE AND PROTECTION D. Storage piles and sheds shall be located within the area designated as the Staging Area. The Contractor shall work to insure that the condition of the staging area has no negative impact on the Campus, visually or otherwise; and that outside of that area. The Contractor has no impact at all on the Campus. E. Materials stored within the building shall be distributed in such a manner as to avoid overloading of the structural frame, and never shall be concentrated in such a manner as to exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored materials shall be moved if they interfere with the progress of the work. F. Should it become necessary during the course of the Work to move stored materials or equipment, the Contractor, at the direction of the Owner or the Owner's Representative, shall move such materials or equipment. 1.4 PROTECTION A. The Contractor shall provide security personnel and adopt other security measures as may be necessary to adequately protect materials and equipment stored at the site. The Contractor shall be obligated to replace or pay for all materials and equipment including items furnished by the Owner which have been damaged or stolen prior to completion of the Work. B. Protection of Utilities 1. If during the course of the Project, it is necessary to work adjacent to existing utilities, pipelines, structures and equipment, the Contractor shall take all necessary precautions to protect existing facilities from damage. 2. Locations of utilities as shown on the Contract Documents are approximate only. The Contractor shall excavate or otherwise locate to verify existing utilities in advance of its operation. C. Protective Covering 1. All finished surfaces shall be protected by the Contractor as follows: a. Door and window sills and the jambs and soffits of openings used as passageways or through which material is handled, shall be cased and protected adequately against possible damage resulting from the conduct of the work of all trades. b. All surfaces shall be clean and not marred upon delivery of the building to the Owner, The Contractor shall, without extra compensation, replace all blocks, gypsum board, plaster, paint, tile, and all other surfaces, whether or not protected, which are damaged, and shall refinish (including painting as specified) to satisfaction Of Owner. c. Tight wood sheathing shall be laid under • any materials that are stored on finished concrete surfaces and planking must be laid before moving any materials over these finished areas. Wheelbarrows used over such areas shall have rubber tires on wheels. COLLYER BOATHOUSE STORAGE AND PROTECTION 01 66 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0166 OD Ithaca, New York STORAGE AND PROTECTION d. Contractor has the responsibility for protection of carpeting and all finish flooring during all phases of the work including after installation. e. All floors exposed to view as a floor finish shall be protected by overlaying with plywood in all areas subject to construction traffic within and without the building, special care shall be taken to protect all stair finish surfaces including but not limited to flooring, wood in -fill stairs, cabinetry, counters, equipment, etc. 1.5 PROTECTION AFTER INSTALLATION A. Protect installed products, including Owner -provided products, and control traffic in immediate area to prevent damage from subsequent operations. B. Provide protective coverings at walls, projections, comers, and jambs, sills, and soffits of openings in and adjacent to traffic areas. C. Cover walls and floors of elevator cabins, and jambs of cab doors, when elevators are used by construction personnel. D. Protect finish floors and stairs from dirt, wear, and damage: 1. Secure heavy sheet goods or similar protective materials in place, in areas subject to foot traffic. 2. Lay planking or similar rigid materials in place, in areas subject to movement of heavy objects. 3. Lay planking or similar rigid materials in place, in areas where storage of products will occur. E. Protect waterproofed and roofed surfaces: 1. Restrict use of surfaces for traffic of any kind, and for storage of products. 2. When an activity is mandatory, obtain recommendations for protection of surfaces from manufacturer. Install protection and remove on completion of activity. Restrict use of adjacent unprotected areas. F. Restrict traffic of any kind across planted lawn and landscape areas. 2.0 PRODUCTS -- NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 66 00*** COLLYER BOATHOUSE STORAGE AND PROTECTION 01 66 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 71 23 Ithaca, New York FIELD ENGINEERING SECTION 01 7123 FIELD ENGINEERING 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall provide and pay for field engineering services required for the Project. 1. Survey work required in execution of the Project. 2. Verify grades, lines, levels and dimensions shown on Drawings. 3. Lay out Work from established control points and bench marks. 4. Coordinate the Work of all trades. 5. It may be necessary at times to discontinue portions of Contractor's work in order that the Owner's Representative may check measurements or surveys without interruptions or other interferences that might impair the accuracy of the results. At any time, on request of the Owner's Representative, Contractor shall discontinue its work to such extent as may be necessary for this purpose and shall cooperate in all reasonable means to the extent of providing labor, tools, or materials to assist the Owner's Representative in making measurements and surveys. 6. Notwithstanding anything set forth above, it shall be the sole responsibility of the Contractor to complete the works within the tolerances of lines and grades as given on the drawings. No direct payment or claim for additional compensation will be allowed the Contractor for any work or delay occasioned by the Owner's Representative establishing or checking lines or grades or making other measurements, and no extension of time will be allowed for such delays. B. Owner's Representative will identify existing control points and property line comer stakes indicated on the drawings, as required. 1.2 QUALIFICATION OF SURVEYOR A. The Surveyor shall be a registered civil engineer or registered land surveyor, licensed in the state in which the Project is located and acceptable to the Owner. 1.3 SURVEY REFERENCE POINTS A. Basic horizontal and vertical control points for the Project are those designated on drawings. COLLYER BOATHOUSE FIELD ENGINEERING 01 71 23-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0171 23 Ithaca, New York FIELD ENGINEERING B. Locate and protect control points prior to occupation of the site, and preserve all reference points during construction. 1. Make no changes or relocations without prior written approval of the Engineer and Owner. 2. Report to Owner when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. 3. Require surveyor to replace reference points which may be lost or destroyed. a. Establish replacements based on original survey control. C. The Contractor shall furnish such stakes and other required equipment, tools and materials, and all labor as may be required in laying out any part of the Work. 1.4 PROJECT SURVEY REQUIREMENTS A. Prior to start of construction operations, review and verify figures shown on Drawings and on surveys furnished by Owner. B. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means for site improvements, stakes for grading, fill and topsoil replacement, utility slopes and invert elevations, batter boards for structures, foundations, and column locations, and controlling lines and levels required for the mechanical and electrical trades. C. From time to time, verify Iayouts by the same methods. 1.5 RECORDS A. Maintain a complete, accurate log of all control and survey work as it progresses. 1. Make available to Engineer and Owner on request: field books, notes, logs and other data developed in performing survey and control work. 2. Maintain a record plat at field office for the information and use of all parties, recording reference points, control points and bench marks. 13. On completion of foundations and major site improvements, prepare a certified survey showing all dimensions, locations, angles and elevations of construction and turn over to Owner. Submit copies of certified survey in accordance with Section 01 78 39 - Record Documents. C. When all enclosing walls are complete, certify the location and plumb of the walls. 1.6 SUBMITTALS A. Subunit written qualifications of surveyor to Engineer and Owner prior to starting survey work. COLLYER BOATHOUSE FIELD ENGINEERING 01 71 23-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 71 23 Ithaca, New York FIELD ENGINEERING B. Submit name and address of Professional Engineer to the Engineer. C. Submit documentation to verify accuracy of field engineering work. D. Submit certificate signed by registered engineer or registered surveyor certifying that elevations and improvements are in conformance, or nonconformance, with Contract Documents. 1. Indicate on record drawings all variations from Contract Drawings. 2. Indicate horizontal locations and elevations of all existing underground utilities encountered during excavation and construction. 2.0 PRODUCTS -- NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 71 23*** COLLYER BOATHOUSE FIELD ENGINEERING 0171 23-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall be responsible for all cutting, fitting and patching, including excavation and backfill, required to complete the Work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the Work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. S. Remove samples of installed work as specified for testing. 6. Repair or restore existing or new surfaces and finishes to match adjacent existing or new surfaces and finishes. B. Upon written instructions of the Owner's Representative: 1. Uncover designated portions of Work for Engineer's observation of covered work. 2. Remove samples of installed materials for testing beyond that specified. 3. Remove work to provide for the alteration of previously incorrectly installed work. 4. Patch work uncovered or removed. C. Do not damage or endanger any work by cutting or altering the Work or any part thereof. D. Do not cut or otherwise alter the work of the Owner except with the written consent of the Owner's Representative. E. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure. F. Openings and Chases 1. Build openings, including but not limited to channels, chases and flues as required to complete the Work as set forth in the Contract. 2. After installation and completion of any work for which openings have been provided, build in, over, and around and finish all such openings as required to complete the Work. COLLYER BOATHOUSE CUTTING, PATCHING 0173 29.1 SEAWALL REPLACEMENT AND REPAIRING NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0173 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 3. Furnish and install all sleeves, inserts, hangers and supports required for the execution of the Work. 1.2 SUBMITTALS A. Submit a written request to the Engineer prior to executing any cutting, alteration or excavation which affects the work of the Owner, or which may affect the structural safety of any portion of the Project. Include: 1. Identification of the Project. 2. Description of the affected work. 3. The necessity for doing the cutting, alteration or excavation. 4. The effect on the work of the Owner's property, or on the structural integrity of the Project. 5. Description of the proposed work: a. The scope of cutting, patching, alteration, or excavation. b. Contractor and trades who will execute the work. c. Products proposed to be used. d. The extent of refinishing to be done. 6. Alternatives to cutting, patching or excavation. 7. Designation of the responsibility for the cost of cutting and patching, 8. Written permission of any separate contractor whose work will be affected. B. Should conditions of the work of the schedule indicate a change of products from the original installation, submit a request for substitution as specified in Section 01 25 00 - Substitutions and Product Options. C. Submit a written notice to the Engineer and the Owner designating the date and the time the work will be uncovered. 1.3 OUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load -carrying capacity for load -deflection ratio. 1. Obtain written approval of the cutting and patching proposal before cutting and patching structural elements, including but not limited to the following: a. Foundation construction b. Bearing and retaining walls COLLYER BOATHOUSE CUTTING, PATCHING 0173 29-2 SEAWALL REPLACEMENT AND REPAIRING NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0173 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING c. Structural concrete d. Structural steel and lintels e. Structural decking 1.4 WARRANTIES A. Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing, 2.0 PRODUCTS 2.1 MATERIALS A. Comply with the Contract Documents for each product involved. B. Use materials identical to in-place or existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials whose installed performance will equal or surpass that of in-place or existing materials, and will match visual appearance of in-place or existing materials. 3.0 EXECUTION 3.1 INSPECTION A. Inspect existing conditions of the Project, including elements subject to damage or to movement during: 1. Cutting and patching. 2. Excavation and backfilling. B After uncovering work, inspect the conditions affecting the installation of products, or performance of the work. C. Report unsatisfactory or dubious conditions to the Engineer in writing; do not proceed with the work until the Engineer has provided further instructions. 3.2 PREPARATION A. Provide shoring, bracing and other support as necessary to assure the structural safety of that portion of the Work. B. Provide devices and methods to protect other portions of the Project from damage. C. Provide for vertical and lateral support required to protect adjacent buildings and properties. COLLYER BOATHOUSE CUTTING, PATCHING 0173 29-3 SEAWALL REPLACEMENT AND REPAIRING NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0173 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING D. Provide protection from the elements for that portion of the Project which may be exposed by cutting and patching work, including but not limited to pumping to maintain excavations free from water. E. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. F. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 33 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. B. Cutting: Cut existing construction using methods which will assure safety, will be least likely to damage elements retained or adjoining construction, and will provide proper surfaces to receive new work. 1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or, drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine, such as a carbon saw or a diamond -core drill. 4. Comply with the requirements of applicable MEP work where cutting and patching of services is required. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: a. For continuous surfaces, refinish to nearest intersection. COLLYER BOATHOUSE SEAWALL REPLACEMENT CUTTING, PATCHING 01 73 29-4 AND REPAIRING NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0173 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING b. For an assembly, refinish the entire unit. D. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. 1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations. E. Execute excavating and backfilling by methods which will assure safety, will prevent settlement or damage to other work, F. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. G. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. H. The Contractor shall replace, repair and patch all surfaces of the ground and of any structure disturbed by its operations and its Work which surfaces and structures are intended to remain even if such operations and work are outside the property lines. Such replacement, repair and patching shall be with like material and shall restore surfaces as they existed. 3.4 CLEANING A. Clean area and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. ***END OF SECTION 0173 29*** COLLYER BOATHOUSE CUTTING, PATCHING 0173 29-5 SEAWALL REPLACEMENT AND REPAIRING NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0177 00 Ithaca, New York PROJECT CLOSEOUT SECTION 0177 00 PROJECT CLOSEOUT 1.0 GENERAL 1.1 INSPECTIONS A. Within a minimum of five (5) days prior to substantial completion, when the Work has reached such a point of completion that the building or buildings, equipment and apparatus can be occupied and used for the purpose intended, the Contractor shall make a detailed inspection of the Work to ensure that all requirements of the Contract have been met and that the Work is complete and is acceptable. Contractor shall prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete. B. After receipt of the Contractor's initial punch list, the Engineer will make an inspection of the Work to determine that the Work is substantially complete and that requirements of the Contract have been met and that the Work is sufficiently complete and is acceptable for use. The Engineer will submit a marked -up list of items to be completed and/or corrected, inclusive of the Contractor's punch list. The Engineer shall prepare a Certificate of Substantial Completion, on the basis of an inspection, when the Engineer has determined that the work is substantially complete. C. A copy of the report of the inspection will be furnished to the Contractor as the inspection progresses so that the Contractor may proceed without delay with any part of the Work found to be incomplete or defective. D. When the items appearing on the report of inspection have been completed or corrected, the Contractor shall so advise the Engineer. After receipt of this notification and Contractor's certified list of completed items, the Owner's Representative will inform the Contractor of the date and time of final inspection. A copy of the report of the final inspection containing all remaining contract exceptions, omissions and incomplete work will be furnished to the Contractor. E. After receipt of notification of completion and all remaining contract exceptions, omissions and incomplete work from the Contractor, the Engineer will make an inspection to verify completion of the exception items appearing on the report of final inspection. F. All work performed under a Fire Protection system Installation/Alteration Operating Permit shall be inspected by the Ithaca Fire Department or if so delegated by the Ithaca Building Department. 1. A member of the Ithaca Fire Department shall witness all acceptance or reacceptance testing of work performed under a Fire Protection System Installation Operating Permit. All testing and inspections shall be in compliance with the applicable NFPA codes as referenced by Section 906.1 of the Fire Code of NYS. COLLYER BOATHOUSE PROJECT CLOSEOUT 0177 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0177 00 Ithaca, New York PROJECT CLOSEOUT 2. Work classified as a `Repair' under the Existing Building Code does not require the Ithaca Fire Department to witness the testing of the affected systems. Systems that have been repaired must still be tested as required by the Fire Code of NYS and NFPA. 1.2 SUBMITTALS A. Contractor's List of Incomplete Items: Initial punch list submittal at Substantial Completion. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor, listing by room or space number. Organize items applying to each space by major element, including categories for individual exterior face elevations, ceilings, individual walls, floors, doors, roof levels, casework, equipment, and building systems. B. Contractor's Certified List of Completed Items: Final signed punch list submittal at Final Completion. C. Certificates of Release: Occupancy permits from authorities having jurisdiction. 1.3 FINAL CLEAN UP A. Upon completion of the work covered by the Contract the Contractor shall leave the completed Project ready for use and occupancy without the need of further cleaning of any kind and with all Work in new condition and in perfect order. In addition, upon completion of all Work the Contractor shall remove from the vicinity of the Work all plant, buildings, rubbish, unused materials, concrete forms and other materials belonging to him or used under its direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor and/or its surety shall be liable therefore. Final clean-up shall include but not be limited to the following: 1. All finished surfaces shall be swept, dusted, washed and polished. This includes cleaning of the Work of all finishing trades where needed, whether or not cleaning by such trades is included in their respective sections of the specifications. 2. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. 3. Refer to exterior clean up. Remove paint and glazing compound from surfaces. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction operations. Return adjacent areas to condition existing before construction operations began. COLLYER BOATHOUSE PROJECT CLOSEOUT 01 77 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 1.4 MAINTENANCE STOCK A. Turn over to Owner's Representative the maintenance stock specified. Contractor shall obtain signed receipt from Owner's Representative for all maintenance stock. 1.5 ON-SITE CONSTRUCTION TRAILER REMOVAL A. Within fifteen (15) days of removal of on-site construction trailers, contact Cornell Facilities Inventory Office to notify them of removal to allow for updating of Campus Police 911 Emergency Response System. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 77 00*** COLLYER BOATHOUSE PROJECT CLOSEOUT 0177 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0178 23 Ithaca, New York OPERATING AND MAINTENANCE DATA SECTION 0178 23 OPERATING AND MAINTENANCE DATA 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall compile product data and related information appropriate for Owner's maintenance and operation of products furnished under the Contract. 1. Prepare operating and maintenance data as specified in this Section, as referenced in other pertinent sections of Specifications and as necessary to operate the completed work. 2. Operations and maintenance data, in final format, shall be available to the Owner prior to substantial completion. B. Instruct Owner's personnel in the maintenance of products and in the operation of equipment and systems. 1.2 FORM OF SUBMITTALS A. Prepare data in the fonn of an instructional manual for use by Owner's personnel. Manual shall be supplied in hard and electronic format as described below: B. Hard Copy Format: 1. Size: $-1/2" x 11" and a CD with electronic files. 2. Text: Manufacturer's printed data, scanned .pdf and/or neatly typewritten Word file. 3. Drawings: a. Drawings are required in both hard copy and electronic format. b. Provide reinforced punched binder tab, bind in with text. c. Fold larger drawings to the size of the text pages. 4. Provide fly -leaf for each separate product, and major component parts of equipment. a. Provide type description of product, and major component parts of equipment. b. Provide indexed thumb tab. COLLYER BOATHOUSE OPERATING AND 01 78 23-1 SEAWALL REPLACEMENT MAINTENANCE DATA NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0178 23 Ithaca, New York OPERATING AND MAINTENANCE DATA 5. Cover: Identify each volume with typed or printed title "OPERATIONS AND MAINTENANCE INSTRUCTIONS". List: a. Title of Project b. Identity of separate structure as applicable. G. Identity of general subject matter covered in the manual. C. Binders for Hard Copy: 1. Commercial quality three-ring binders with durable and cleanable plastic covers. 2. When multiple binders are used, correlate the data into related consistent groupings. D. Electronic Copy 1. The electronic version of the O&M Manual will contain all of the same content as the hard copy version. Electronic copies of the product data and record submittals shall be in pdf format. Drawings shall be in AutoCAD v14 or higher format. 2. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents and or references to separate CDs that contain the information. 3. When electronic submissions are made on electronic media such as CDs, six copies of the electronic media shall be provided. 1.3 CONTENT OF MANUAL A. Table of contents, typewritten, for each volume, arranged in a systematic order. 1. Contractor, name of responsible principal, address and telephone number. 2. A list of each product required to be included, indexed to the content of the volume. 3. List, with each product, the name, address and telephone number of: a. Subcontract or installer. b. Maintenance contractor, as appropriate. c. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. COLLYER BOATHOUSE OPERATING AND 01 78 23-2 SEAWALL REPLACEMENT MAINTENANCE DATA NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01. 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA B. Product Data: 1. Include only those sheets which are pertinent to the specific product. 2. Annotate each sheet to: a. Clearly identify the specific product or part installed. b. Clearly identify the data applicable to the installation. c. Delete reference to inapplicable information. C. Submittal Data: 1. Include a record copy of the final, approved product submittal. Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the "as -installed" system. D. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate: a. Relations of component parts of equipment and systems. b. Control and flow diagrams. 2. Coordinate drawings with information on Record Documents to assure correct illustration of completed installation. 3. Do not use Record Documents as maintenance drawings. E. Written text, as required to supplement product data for the particular installation: 1. Organize in a consistent format under separate headings for different procedures. 2. Provide a logical sequence of instructions for each procedure. F. Original copy of each warranty, bond and service contract issued. 1. Provide information sheet for Owner's personnel, give: a. Proper procedures in the event of failure. b. Instances which might affect the validity of warranties or bonds. 1.4 SUBMITTAL REQUIREMENTS A. Submit three (3) copies of preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. Provide two (2) copies in hard format and one (1) electronic file for the Commissioning Agent. 1. Engineer will review draft and return one copy (1) with comments. COLLYER BOATHOUSE OPERATING AND 01. 78 23-3 SEAWALL REPLACEMENT MAINTENANCE DATA NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA B. Submit two (2) copies of completed data in final form twenty (20) calendar days prior the Acceptance Phase of the Project. Provide two (2) copies in hard format and one (1) 1. One (1) copy will be returned with comments. C. Submit specified number of copies of approved data in final form prior to final acceptance. 2.0 PRODUCTS -- NOT USED 3.0 EXECUTION --- NOT USED ***END OF SECTION 0178 23*** COLLYER BOATHOUSE OPERATING AND 01 78 23-4 SEAWALL REPLACEMENT MAINTENANCE DATA NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0178 36 Ithaca, New York WARRANTIES AND BONDS SECTION 01 78 36 WARRANTIES AND BONDS 1.0 GENERAL 1.1 DESCRIPTION The Contractor shall: A. Compile specified warranties and bonds. B. Compile specified service and maintenance contracts. C. Co -execute submittals when so specified. D. Review submittals to verify compliance with Contract Documents. E. Submit to Engineer for transmittal to Owner. 1.2 SUBMITTAL REQUIREMENTS A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors. B. Number of original copies required: 1. Two (2) each hard copy 2. One (1) set in electronic format. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Finn, with name of principal, address and telephone number. 3. Scope. 4. Date of begimung of warranty, bond or service and maintenance contract. 5. Duration. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity of warranty or bond. 7. Contractor, name of responsible principal, address and telephone number. COLLYER BOATHOUSE WARRANTIES AND BONDS 01 78 36-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 0178 36 Ithaca, New York WARRANTIES AND BONDS 1.3 FORM OF SUBMITTALS (HARD COPY) A. Prepare in duplicate packets. B. Format: 1. Size 8-1/2 in. x 11 in., punch sheets for 3 -ring binder. a. Fold larger sheets to fit binders. C. 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List: a. Title of Project b. Name of Contractor D. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.4 FORM OF SUBMITTALS (ELECTRONIC COPY) A. The electronic version of the Warranties and Bonds will contain all of the same content as the hard copy version Electronic copies shall be in pdf format B. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents and or references to separate CDs that contain the information. 1.5 TIME OF SUBMITTALS A. Make final submittals within ten (10) days after Date of Substantial Completion, prior to final request for payment. B. For items of work when acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing the date of acceptance as the start of the warranty period. 1.6 SUBMITTALS REQUIRED A. Submit warranties, bonds, and service and maintenance contracts as specified in the respective sections of Specifications. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 36*** COLLYER BOATHOUSE WARRANTIES AND BONDS 0178 36-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS SECTION 0178 39 RECORD DOCUMENTS 1.0 GENERAL 1.1 DESCRIPTION A, The Contractor shall maintain at the site, during construction, one record copy of: 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Engineer's Field Orders or written instructions. 6. Final Shop Drawings, Product Data and Samples 7. Field Test records 8. Construction photographs 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in Contractor's field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide cabinet or storage space for storage of samples. B. File documents and samples in accordance with Data Filing Format of the Unifor-rn Construction Index. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for review by the Owner's Representative and the Engineer. COLLYER BOATHOUSE RECORD DOCUMENTS 0178 39-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 13 RECORDING A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not conceal any work until required information is recorded. C. Drawings Record drawings shall consist of making any changes neatly and clearly on the Contract Drawings using colored ink or pencil, and the construction record drawings shall be kept current on a day-to-day basis in concert with the progress of the work. Where applicable, the change marked on a drawing is to carry the notation "per Change Order No. X", or similar reference which cites the reason for the change. The day-to-day construction record drawings shall be made available to the Engineer or Owner's Representative for review upon request. The "Record" drawings shall show the following information: 1. all significant changes in plan, sections, elevations and details, such as shifts in location of walls, doors, windows, stairs and the like made during construction; 2. all significant changes in foundations, columns, beams, openings, concrete reinforcing, lintels, concealed anchorages and "knock -out" panels made during construction; 3. final location of electric signal system panels, final arrangement of all circuits and any significant changes made in electrical signal system design as a result of Change Order or job conditions; 4. final location and arrangement of all mechanical equipment and concealed gas, sprinkler, domestic, sanitary and drainage systems piping and other plumbing, including, but not limited to, supply and circulating mains, principal valves, meters, clean -outs, drains, pumps and controls, vent stacks, sanitary and storm water drainage; and S. final location and arrangement of all underground utilities, connections to building and/or rerouting of existing utilities, including, but not limited to, sanitary, storm, heating, electric, signal, gas, water and telephone.. 6. Final topographic contours of finished earth surfaces, finished grades, streets, etc. 7. Additions to project, elimination of project components, relocation of components. B. Specifications and Addenda Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and Supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order. COLLYER BOATHOUSE RECORD DOCUMENTS 01 78 39-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 1.4 SUBMITTAL A. At Contract close-out, deliver copies of all record documents to the Owner's Representative. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each record document 5. Certification that each document is complete and accurate 6. Signature of Contractor or its authorized representative. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 39*** COLLYER BOATHOUSE RECORD DOCUMENTS 0178 39-3 SEAWALL REPLACEMENT NOVEMBER21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE SECTION 03 30 00 CAST -IN-PLACE CONCRETE PART 1- GENERAL 1.1 SUMMARY A. Section Includes Cast -in-place (CIP) structural concrete, including; 1. Concrete Formwork and Formwork Accessories 2. Concrete Mixtures and Admixtures 3. Steel Concrete Reinforcement and Accessories 4. Grout 5. Joint fillers and sealants 6. Waterstop 7. Handling, placing, and constructing, including Cold Weather Protection B. Products Installed But Not Furnished Under This Section: 1. Anchor rods, railing sleeves, brackets, and other embedded items of steel, vinyl, plastic, or other materials. Refer to specification sections where the embedded item is described. 2. Sleeves for pipe, conduit and other items passing through or embedded in concrete. Refer to the specification section where the item is described. C. Related Sections. 1. Special Inspections and Testing — Section 01 45 33 1.2 DEFINITIONS A. ACI 301, Section 1.2 - Definitions: 1. Add the following definitions: • Cementitious Material: Cementitious materials include cement, ground blast furnace slag and fly ash. + Pumped Concrete: Concrete that is conveyed by pumping pressure through rigid pipe or flexible hose. • Water-to-Cementitious Ratio (w/c): A computational value representing quantity in pounds of free moisture available for cement hydration divided by quantity of cementitious materials in pounds per cubic yard concrete. 1.3 REFERENCES A. Work on this project shall conform to all requirements of ACI 301-05 published by the American Concrete Institute, Farmington Hills, Michigan, except as modified by these Contract Documents. B. Reference publications 1. ACI 301-05: Specifications for Structural Concrete. 3. ACI 304.2R-96: Placing Concrete by Pumping Methods. 3. ACI 305R-99: Hot Weather Concreting. COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE 4. ACI 306R-88: Cold Weather Concreting (Re -approved 1997). 5. ACI 308.1-98: Standard Specification for Curing Concrete. 6. ACI 318-02 Building Code Requirements for Reinforced Concrete. 7. ASTM C 94/C 94M - 04: Standard Specification for Ready- Mixed Concrete. 8. ASTM C 494/C 494M - 04: Standard Specification for Chemical Admixtures for Concrete. 9. ASTM C 311-77 Standard Methods of Sampling and Testing Fly Ash or Natural Pozzolans For 10. Manual of Standard Practice, MSP -1-01 of the Concrete Reinforcing Steel Institute. 1.4 STANDARDS PRODUCING ORGANIZATIONS A. Refer to ACI 301-05 1.5 SUBMITTALS A. Submittals Package: Submit product data for design mix(es) and materials for concrete specified below at the same time as a package. B. Product Data: 1. Mix Design: Submit proposed concrete design mix(es) together with name and location of batching plant at least 28 days prior to the start of concrete work. a. Include test results of proposed concrete proportions based on previous field experience or laboratory trial batches in accordance with ACI 301, Section 4. b. Pumped Concrete: Include test results of proposed design mix(es) tested under actual field conditions with the maximum horizontal run and vertical lift required for this project. 2. Portland Cement: Brand and manufacturer's name. 3. Fly Ash: Name and location of source, and DOT test numbers. 4. Air -entraining Admixture: Brand and manufacturer's name. 5. Water -reducing Admixture: Brand and manufacturer's name. 6. High Range Water -reducing Admixture (Superplasticizer): Brand and manufacturer's name. 7. Accelerating Admixture: Brand and manufacturer's name. 8. Aggregates: Name and location of source, and DOT test numbers. C. Reinforcing Steel 1. Shop Drawings: Placing drawings for bar reinforcement. 2. Reinforcing Steel Samples: a. Bar Supports: Full size. 3. Affidavit by the bar reinforcement manufacturer certifying that bar material meets the contract requirements. D. Cold Weather Protection. Submit infonnation on procedure to be follow and equipment to be used. 1.6 QUALITY ASSURANCE A. Refer to Section 01 45 33 -Special Inspections and Testing, for Concrete Construction inspection and testing to be performed by the Owner's Inspection and Testing Agency. B. Qualifications of Crew Pumping Concrete: Workers pumping concrete shall have had at least one year of experience pumping concrete. COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE C. Concrete batching plants shall be currently approved as concrete suppliers by the New York State Department of Transportation. D. Truck mixers for concrete shall be currently approved by the New York State Department of Transportation. E. Pumping equipment for pumped concrete shall be subject to the approval of the Project Designer. F. Fly ash supplier shall be on the New York State Department of Transportation's current "Approved List of Suppliers of Fly Ash". G. Source Quality Control: The Owner reserves the right to inspect and approve the following items, at his own discretion, either with his own forces or with a designated inspection agency: 1. Batching and mixing facilities and equipment. 2. Sources of materials. H. Field Quality Control 1. ACI 301, Section 1.6.4.2 - Testing Services: a. Add the following paragraph: • I.6.4.2.e Strength Tests for Pumped Concrete: Prepare strength test specimens and make strength tests from concrete samples obtained at the truck discharge chute and at the end of the pump delivery Iine in accordance with paragraph 16.3.4.4. 2. ACI 301, Section 1.6.3.3. a. Add the following paragraph: • I.6.3.3.c Make available to the Owner's Inspections and Testing Agency whatever test samples are required to make tests. Furnish shipping boxes for compression test cylinders. 3. Adjustment to Concrete Mixes: Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, at no additional cost to the Owner and as accepted by the Project Designer. Laboratory test data for revised mix design and strength results must be submitted to and accepted by the Project Designer's Representative before using in the work. 4. Test results will be reported by the Owner's Testing Agency in writing to the Project Designer's Representative and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 -day tests and 28 -day tests. 5. Nondestructive Testing: hnpact hammer, Windsor probe, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-3 SEAWALL REPLACEMENT NOVEMBER 2L 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE 6. Additional Tests: The Project Designer shall require additional tests of in-place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by the Project Designer's Representative. The Owner's Testing Agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor shall pay for such tests when unacceptable concrete is verified, including all inspection and Engineering fees when non -conforming work is verified. 1.7 DELIVERY A. ASTM C 94/C 94M - 04, Article 13.1 - Batch Ticket Information: In addition to the information required by Paragraph 16.1, also include the following: 1. Type and brand, and amount of cement. 2. Weights of fine and coarse aggregates. 3. Class and brand, and amount of fly ash (if any). PART 2 - PRODUCTS 2.1 MATERIALS A, Cement: ASTM C 150, Type I or II Portland cement. B. Water: Potable C. Air -entraining Admixture: ASTM C 260, and on the New York State Department of Transportation's current "Approved List". D. Water -reducing Admixture: ASTM C 494/C 494M - 04, Type A, and on the New York State Department of Transportation's current "Approved List". E. High Range Water -reducing Admixture (Superplasticizer): ASTM C 494/C 494M - 04, Type F, and on the New York State Department of Transportation's current "Approved List". F. Retarding Admixture: ASTM C 494, Type D, Water -reducing and retarding, for use in hot weather concreting, and on the New York State Department of Transportation's current "Approved List". G. Accelerating Admixture: Non -corrosive admixture, containing no chloride, complying with ASTM C 494, Type C or E, and on the New York State Department of Transportation's current "Approved List". H. Fly Ash: ASTM C 618, including Table 1 (except for footnote A), Class F except that loss on ignition shall not exceed 4.0 percent. I. ACI 301, Section 4.2.1.2 - Aggregates: 1. Add the following paragraph: • Fine aggregate for pumped concrete shall meet the requirements of ASTM C 33, except 15 to 30 percent shall pass the No. 50 sieve and 5 to 10 percent shall pass the No. 100 sieve. The COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE fineness modulus of the fine aggregate for pumped concrete shall not vary more than 0.20 from the average value used in proportioning. 2. Add the following paragraph: • Aggregates shall be taken from storage silos or other approved locations that have been tested and approved by the New York State Department of Transportation, unless otherwise approved in writing by the Project Designer. J. Moisture -Retaining Cover: Waterproof paper, polyethylene film, or polyethylene -coated burlap complying with ASTM C 171. K. Reinforcing Steel I. Bar Reinforcement: ASTM A 615, Grade 60, deformed steel bars. 2. Bar Supports; Either of the Following Types: a. Galvanized steel or AISI Type 430 stainless steel, and without plastic tips. b. Insoluble plastic, with minimum 1,500 psi tensile strength and capable of retaining fabricated shape at temperatures .between 5 degrees F and 170 degrees F. c. Solid concrete brick 3. Tie Wire: Black annealed wire, 16-1/2 gage or heavier. L. Weld Plates 1. ASTM A36 steel plate of the dimensions indicated on the drawings included headed or bend stud anchors. M. Bedding Mortar 1. Shink -resistant grout (non -staining): Factory packaged, non-ferrous mortar grouting compound selected from the following: a. Masterflow 713 by Master Builders, 23700 Chagrin Blvd., Cleveland, OH 44122 (800) 227-3350. b. Sonogrout by Sonneborn, Chemrex, Inc., 57-46 Flushing Ave., Maspeth, NY 11378, (800) 433-9517. c. Five Star Grout by Five Star Products, Inc., 425 Stillson Rd., Fairfield, CT 06430, (800) 243-2206. d. Crystex by L&M Construction Chemicals, 14851 Calhoun Rd., Omaha, NB 68152, (800) 362-3331. e. Non -Corrosive, Non -Shrink Grout by A.C. Horn, Inc., Tamm Industries, 7405 Production Dr., Mentor, OH 44060, (800) 862-2667. N Joint Fillers and Sealants (Contraction Joints within the building and in the concrete entry slabs): 1. Elastomeric Polyurethane Joint Sealant a). Sikaflex-lcSL by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 a). Sonolastic® SL 2 by BASF Building Systems b). Eucolastic II, as manufactured by the Euclid Chemical Company, 19218 Redwood Road, Cleveland, OH 44110 0. Waterstop: Water swelling sealant; minimum 3/4 inch wide by 3/8 inch thick, unless otherwise indicated; minimum tensile strength (ASTM D 412) 100 psi minilnum ultimate elongation (ASTM D 412) 500 percent. COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE . 03 30 00-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -1N -PLACE CONCRETE 1. MC -2010M by Adeka Ultra Seal Corporation, PO Box 459, Spearfish, SD 57783, (605) 642-3959. 2. Volclay Waterstop RX -101 by Colloid Environmental Technologies Company, Building Materials Division, 1350 W. Shure Drive, Arlington Heights, IL 60004, (708) 392-5800. 2.2 PROPORTIONING OF MIXES A. Normal weight concrete for concrete foundation piers and walls, and for all other concrete unless otherwise specified, shall have a minimum compressive strength of 4500 psi. Slump: Maximum 3 inches; minimum 2 inches before the addition of any water -reducing admixtures or high -range water - reducing admixtures (superplasticizers) at the Site. B. Normal weight concrete for exterior slabs, ramps and stairs shall have a minimum compressive strength of 4500 psi. Slump: Maximum 3 inches; minimum 2 inches before the addition of any water -reducing admixtures or high -range water -reducing admixtures (superplasticizers) at the Site. C. Normal weight concrete for below grade footings and dead -man anchors shall be 3,000 psi. SIump: Maximum 4 inches; minimum 2 inches before the addition of any water -reducing admixtures or high - range water -reducing admixtures (superplasticizers) at the Site. C. Fly ash shall be substituted for (Portland) cement in normal weight and lightweight concrete up to a maximum of 20 percent by weight of the required minimum (Portland) cement. Design mix shall be properly adjusted to compensate for the use of fly ash as a partial replacement for (Portland) cement. 1. Adjustments shall include the required increase in air -entraining admixture to provide the specified air content. 2. Lower early strength of the concrete shall be considered in deciding when to remove formwork. D. Slump for Pumped Concrete: When a water -reducing admixture is not used, maximum slump shall be 4 inches. When a water -reducing admixture is used, maximum slump shall be 6 inches and when a high - range water -reducing admixture (superplasticizers) is used, maximum slump shall be 8 inches. E. Design Air Content: Design air content for concrete required to be air entrained (exterior concrete) shall be 6 percent by volume, with an allowable tolerance of plus or minus 1.5 percent for total air content, except as otherwise specified. Use air -entraining admixture, not air -entrained cement, F. Water -Cement Ratio: Cast -in-place concrete shall have a maximum water -cement ratio of 0.45. G. ACl 301, Section 4.2.2.3: Change article to read as follows: • 4.2.2.3 - Size of Coarse Aggregates: • 4.2.2.3.a Normal Weight Concrete: Coarse aggregates shall conform to graduation requirements for various sizes as tabulated in Table No. 2 of ASTM C 33. The sizes of coarse aggregates for various classes of Work shall be as follows with all percentages being determined by weight. • 4.2.2.3.e For concrete Work having a minimum cross-sectional dimension of not more than 6 inches, the coarse aggregate shall be a well graded mixture of No. 67 (3/4" to No. 4) and No. 57 (1" to No. 4), provided that not more than 50 percent nor less than 30 percent shall be Size No. 67 and not more than 70 percent nor less than 50 percent shall be Size No. 57. COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-6 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE e 4.2.2.3.4 For concrete Work having a minimum cross-sectional dimension greater than 6 inches and not more than 12 inches, including concrete floors, the coarse aggregate shall consist of a mixture of No. 67, No. 57 and No. 467 (1 V2" to No. 4), providing that not more than 25 percent nor less than 10 percent shall be Size No. 67 and not more than 40 percent shall be Size No. 467. • 4.2.2.3.e For concrete Work having a minimum cross-sectional dimension of more than 12 inches, the coarse aggregate shall consist of a mixture of No. 67, No. 57 and No. 357 (2" to No. 4), providing not more than 25 percent nor less than 10 percent shall be Size No. 67 and not more than 40 percent shall be Size No. 357. I. Admixtures: Do not use admixtures in concrete unless specified or approved in writing by the Project Designer. J. ACI 301, Section 4.1.2.1 - Mixture Proportions: 1. Add the following to paragraph 4.1.2.1: • Proposed design mix(es) for pumped concrete and the pumping equipment shall have been tested under actual field conditions with the maximum horizontal nm and vertical lift required for this project. 2.3 JOINTS A. ACI 301, Section 5.3.2.6 - Construction joints and other bonded joints: 1. Delete the following subparagraphs: • Use an acceptable surface retarder in accordance with manufacturer's recommendations; • Roughen the surface in an acceptable manner that exposes the aggregate uniformly and does not leave laitance, loosened particles of aggregate, or damaged concrete at the surface; or 2.4 PRODUCTION OF CONCRETE A. Provide ready -mixed concrete, either central -mixed or truck -mixed, unless otherwise approved in writing by the Project Designer. B. ACI 301, Section 5.3.2,1 Weather considerations 1. Delete paragraph under 5.3.2.1.c - Hot Weather, and add the following: • 5.3.2.1.c Provide adequate controls to insure that the temperature of the concrete when placed does not exceed 90 degrees F., and make every effort to place it at a lower temperature. The temperature of the concrete as placed shall not be so high as to cause difficulty from loss of slump, flash set or cold joints. Ingredients may be cooled before mixing by shading the aggregates, fog spraying the coarse aggregate, chilling the mixing water or other approved means. Mixing water may be chilled with flake ice or well -crushed ice of a size that will melt completely during mixing, providing the water equivalent of the ice is calculated into the total amount of mixing water. C. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. 1. In cold weather, comply with ACI 306R. a. When air temperature is below 40 degrees F (4 degrees C) heat the mixing water and, if necessary, the aggregates to obtain a concrete mixture temperature of not Iess than 50 degrees F (10 degrees C) and not more than 80 degrees F (27 degrees C) at point of placement. If the COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-7 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE mixing water is heated, do not exceed a temperature of 140 degrees F at the time it is added to the cement and aggregates. 2. In hot weather, comply with ACI 305R. a. When air temperature is between 85 degrees F (30 degrees C ) and 90 degrees F (32 degrees C), reduce mixing and delivery time from 1 1/2 hours to 75 minutes, and when air temperature is above 90 degrees F (32 degrees C), reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Do not use items of aluminum for mixing, chuting, conveying, forming or finishing concrete, except magnesium alloy tools may be used for finishing. B. Check items of aluminum required to be embedded in the concrete and insure that they are coated, painted or otherwise isolated in an approved manner. C. Install waterstops in accordance with manufacturer's printed instructions. D. Hardened concrete, reinforcement, forms, and earth which will be in contact with fresh concrete shall be free from frost at the time of concrete placement. E. Do not deposit concrete in water. Keep excavations free of water by pumping or by other approved methods. F. Prior to placement of concrete, remove all hardened concrete spillage and foreign materials from the space to be occupied by the concrete. 3.2 ADMIXTURE ADDITIONS AT THE SITE A. Site additions shall be limited to high -range water -reducers, non -chloride accelerators, and corrosion inhibitors. Comply with manufacturers' printed instructions for discharge of admixtures shall be furnished. B. High -Range Water -Reducers: 1. Concrete shall arrive at a slump of 2 to 4 inches (50 to 100 mm). Water additions at the Site shall be limited to comply with water-to-cententitious ratio requirements. 2. Following addition of high -range water -reduced concrete, a minimum of 70 revolutions or 5 minutes of mixing shall be completed to assure a consistent mixture. C. All concrete with other admixture additions shall mix a minimum of 70 revolutions or 5 minutes to assure a consistent mixture. 3.3 PLACING A. ACI 301, Section 5.3.2.3 Conveying equipment: 1. Add the following paragraphs: COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-8 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE • 5.3.2.3.d When pumping concrete, the lubricating mortar for the delivery line shall not be discharged into an area of concrete placement. • 5.3.2.3.e The inside diameter of the delivery lines for pumped concrete shall be the greater of either a minimum of 5 inches or 3 times the maximum size of coarse aggregate. B. ACI 301, Section 5.3.2.2 - Conveying: 1. Add the following paragraph: • Operation of truck mixers and agitators and discharge limitations shall conform to the requirements of ASTM C 94. C. ACI 301, Section 5.3.2.4 - Depositing: 1. Add the following paragraph: • Do not allow concrete to free fall more than 4 feet. 3.4 REPAIRING SURFACE DEFECTS A. ACI 301, Section 5.3,7 — Repair of surface defects: 1. Add the following paragraph: • 5.3.7.1.a Finish patched areas to match the texture of the surrounding surface. B. ACI 301, Section 5.3.7.2 - Repair of tie holes: 1. Delete last paragraph in 5.3.7.2 and replace with the following: • The patch mixture shall consist of a mixture of dry -pack mortar, consisting of one part Portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for placing and handling. For surfaces exposed to view, blend white Portland cement and standard Portland cement so that, when dry, patching mortar will match surrounding color. Provide test areas at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. 3.5 FINISHING FORMED SURFACES A. Finish Schedule: Except where indicated otherwise on the Drawings, provide the finishes below: 1. Rough Fonn Finish for concrete surfaces not exposed to view. 2. Smooth Form Finish for exterior concrete surfaces exposed to view. B. ACI 301, Section 5.3.3.3 - As -cast Finishes: 1. Add the following to paragraph 5.3.3.3: • Fins shall be completely removed on surfaces to receive waterproofing. 3.7 CURING AND PROTECTION A. Cure all exposed concrete using supervised wet cure or an approved curing compound. B. Hot Weather Concreting: Comply with ACI 305R whenever the atmospheric temperature or the form surface temperature is at or above 90 degrees F., or climatic conditions of wind and/or low humidity will cause premature drying of the concrete. COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-9 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE C. Curing Temperature: Maintain the temperature of the concrete at 50 degrees F. or above during the curing period. Keep the concrete temperature as uniforrn as possible and protect from rapid atmospheric temperature changes. Avoid temperature changes in concrete which exceeds 5 degrees F. in any one hour and 50 degrees F. in any 24-hour period. COLLYER BOATHOUSE CAST -IN-PLACE CONCRETE 03 30 00-10 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 1100 Ithaca, New York SITE CLEARING AND DEMOLITION SECTION 31 1100 -- SITE CLEARING AND DEMOLITION PART 1- GENERAL 1.1 SECTION INCLUDES A. Work Included: The Work of this Section includes the following: 1. Remove trees and root system and other vegetation. 2. Demolition and disposal of asphalt concrete pavement, Portland cement concrete retaining walls, slabs and curbs. 3. Demolition and disposal of steel sheeting. 4. Removal and relocation of existing utilities. 5. Temporary siltation control. 1.2 RELATED SECTIONS A. Division 01 Section "Temporary Facilities and Controls". B. Division 31 Section "Earthwork". 1.3 SUBMITTALS A. Predernolition Photographs or Video: Show existing conditions of adjoining buildings and site improvements, including finish surfaces, that might be misconstrued as damage caused by site demolition operations. 1.4 MATERIALS OWNERSHIP A. Except for materials indicated to remain Owner's property, cleared materials become Contractor's property. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable Local and State codes for disposal of debris. B. Work Within Project Site or Upland Areas: The storage, maintenance, and refueling of construction equipment and materials shall be confined to upland areas greater than 50 linear feet distant from the top of bank of the waterbody. C. Precautions Against Contamination of Waters: All necessary precautions shall be taken topreclude contamination of any wetland or waterway by suspended solids, sediments, fuels, COLLYER BOATHOUSE SITE CLEARING AND DEMOLITION 31 1100-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 11 00 Ithaca, New York SITE CLEARING AND DEMOLITION solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. D. Clean Fill Only: All fill shall consist of rock, clean soil, sand and/or gravel that are free of the following substances: asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. E. No Side -casting or Temporary Storage: Due to concern about the spread of Hydrilla and other invasive species, excavated materials from the lake bed and banks shall be placed directly into a conveyance vehicle for relocation to an upland site, where it shall be suitably stabilized so that it cannot re-enter any waterbody or wetland area. No side -casting or temporary storage of excavated sediments is authorized. F. Clearing of Vegetation: Any debris or excess materials from construction of this project, and vegetation removed at the project site, shall be immediately and completely removed from the bed and banks of all water areas to an appropriate upland area for disposal. G. Materials Removed from Bed and Banks: Any debris or excess materials from construction of this project, and vegetation removed at the project site, shall be immediately and completely removed from the bed and banks of all water areas to an appropriate upland area for disposal. H. Hydrilla Consideration: To decrease potential for spread of invasive species from this site to other locations - particularly Hydrilla, remove any plants, mud or debris from any equipment or other objects that carne in contact with water at this site. Ensure such objects are clean and dry prior to leaving site.Dispose of all plants (or potential plant parts within the wash debris) in an upland area secured against potential reentry to an aquatic environment. I. No Equipmeut in the Water: Heavy equipment operation in the water is prohibited. With backhoes and similar heavy equipment, the bucket may enter the water. J. Submit to Owner a signed fill agreement or property owner release for deposit of demolition debris material disposed of off site. 1.6 UTILITY INTERRUPTIONS AND CONNECTIONS A. Locate, identify, and protect utilities that remain, from damage. Be assured as to the location and position of gas, water, sewer, electric, telephone services and trains, culverts and other conduits that may be affected by the construction and notify the respective authorities in charge of same of the work in the vicinity. CALL Dig Safely New York (former Underground Facilities Protective Organization) 1-800-962-7962 BEFORE STARTING EXCAVATION OPERATIONS. The Contractor will be held strictly responsible for the cost of repairs or replacement of all utilities and other conduits damaged directly by his forces or indirectly by failure to provide proper protection or support of the same. The Contractor will also be held responsible for damages to others caused by utility lines darnaged either directly or indirectly by his operations. Comply with all rules and regulations cited in 12 NYCRR 53 - Construction, Excavation and Demolition Operations at or Near Underground Facilities. COLLYER BOATHOUSE SITE CLEARING AND DEMOLITION 31 11 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2U14 CORNELL UNIVERSITY SECTION 31 11 00 Ithaca, New York SITE CLEARING AND DEMOLITION B. Coordinate the shutdown details for all utilities with Owner's Representative. A minimum of seven days notice is required for shutdown scheduling and proper notice to those effected. C. Water valves will only be operated by City of Ithaca personnel. 1.7 JOB CONDITIONS Condition of Structure: 1. The Contractor for the work of this Section shall be held to have visited the site, examined the premises, determined for himself the existing conditions, character of equipment and facilities needed for the performance of the work, and all matters which may in any way affect the work before submitting a bid. 2. Information regarding existing construction or conditions is based on available record drawings, which may or may not truly reflect existing conditions. Such documents are made available on the assumption that they may be of interest to the Contractor, but neither the Engineer, Owner nor any of their consultants assumes any responsibility for their accuracy or completeness. 3. Record drawings of the existing structures are available for review at the office of the Owner. The drawings are for informational purposes only and are not considered part of the construction documents. 4. Notify the Engineer if, during the course of demolition, conditions are discovered which significantly vary from those shown on the contract documents. Do not proceed until authorized by Engineer. 5. The Contractor shall accept the condition of the site and structures as found. The Engineer and Owner assume no responsibility for condition of site or neither structures nor the continuation of the condition existing at time of bidding or thereafter. B. Condition of Site: The Owner may elect to remove miscellaneous marina accessories within the limits of the proposed demolition. Contractor shall accept the condition of the site as found at the time of mobilization. PART 2 - PRODUCTS 2.1 EROSION AND SEDIMENT CONTROLS A. Erosion Control Blanket: 100% biodegradable and weed free erosion blanket composed of softly barbed, interlocking, curled, Great Lakes Aspen excelsior wood fibers. 1. Acceptable manufacturer: American Excelsior Company, Curlex NetFree." B. Silt Fence: Woven geotextile comprised of polypropylene silt film yarns with the following certifiable property values: Property Minimum Value Test Method Grab Tensile Strength 124 lbs. ASTM D4632 Elongation at Failure 15% ASTM D4632 Mullen Burst Strength 300 psi ASTM D3786 COLLYER BOATHOUSE SITE CLEARING AND DEMOLITION 31 1100-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 11 00 Ithaca, New York SITE CLEARING AND DEMOLITION Puncture Strength 65 lbs. ASTM D4833 Flow Rate 10 galhnin/sf ASTM D 4491 Apparent Opening Size 30 US Std Sieve U. V. Resistance 70% ASTM D 4355 C. Stabilized Construction Entrance Aggregate: Clean, sound, durable, sharp -angled fragments of rock of uniform quality and 3 inch nominal spherical dimension. D. Hydraulic Mulch: Wood fiber mulch as manufactured by Profile Products, Conwed Fibers 2000. PART 3- EXECUTION 3.1 PREPARATION A. Site Inspection 1. Prior to work of this Section, carefully inspect the entire site and all objects designated to be removed and to be preserved. 2. Coordinate and complete a walk-through of the site with the Owner's Representative prior to site clearing to identify existing items to be protected or salvaged. 3. Locate all existing utility lines and determine all requirements for disconnecting and capping. 4. Locate all existing active utility lines traversing the site and determine the requirements for protection. B. Clarification 1. The drawings do not purport to show all objects existing on the site. 2. Before commencing work of this Section, verify by inspection all objects to be removed and all objects to be preserved. C. Scheduling I. Schedule all work in a careful manner with all necessary consideration for Owners program and the public. 2. Avoid interference with the use of, and passage to and from, adjacent buildings and facilities. D. Disconnection of Utilities: Before starting site operations, disconnect or arrange for the disconnection of all utility services designated to be removed, performing all such work in accordance with the requirements of the utility authority. E. Protection of Utilities: Preserve in operating condition all active utilities traversing the site and designated to remain. F. Carefully review clearing work required adjacent to existing structures and subgrade foundations. COLLYER BOATHOUSE SITE CLEARING AND DEMOLITION 31 11 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 1100 Ithaca, New York SITE CLEARING AND DEMOLITION 3.2 PROTECTION A. Locate, identify, and protect utilities and existing improvements that remain from damage. B. Protect existing trees and other vegetation indicated to remain in place against unnecessary cutting, breaking, or skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Erect and maintain protective fencing for trees and other vegetation. C. Protect survey benchmarks and property pins from damage or displacement. D. Conduct site clearing to ensure rniniinurn interference with adjoining roads, driveways, fences and properties. E. Protect existing above and below grade structures designated to remain from damage. Correct any damage at Contractor's expense. 3.3 CLEARING A. Clear areas required for access to site and execution of Work. B. Saw -cut limbs and dead under -growth flush to stump on trees that will remain. C. Use only hand methods for grubbing inside the drip line of trees indicated to be left standing. D. Remove trees and shrubs within site from areas to be further excavated to a depth greater than 12 inches. Remove stumps and main root ball. Carefully grade around trunks and root systems of trees that can remain. 3.4 SITE DEMOLITION A. Sawcut all existing asphalt concrete pavements in straight line before removal. B. Remove, store, and protect scheduled items for reuse. C. Install and maintain gravel ramps adjoining existing roadways. 3.5 SALVAGE SCHEDULE A. Deliver salvaged items to a place designated by Owner, for items not re -installed: 1. Traffic control and parking signs. B. Where indicated on Drawings as "REUSE", "RESET", or "RELOCATE", carefully remove indicated items, clean, and store for reinstallation: 1. Exterior light fixture, pole and base. COLLYER BOATHOUSE SITE CLEARING AND DEMOLITION 31 1100-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 1100 Ithaca, New York SITE CLEARING AND DEMOLITION C. Replace all salvaged items damaged by the Contractor at the Contractor's expense. 3.6 EROSION AND SEDIMENT CONTROL A. Plan and execute construction methods to control surface drainage from excavation, aggregate stockpile and spoil disposal areas. B. Provide and maintain sediment control practices at all drainageways crossed by the work until final surface restoration is complete. C. Do not discharge turbid water from excavations and pits directly into adjoining ditches, storm sewers, or water courses. Utilize temporary settling basins or silt fence to allow sediment deposition. Promptly collect sediment and remove from site. D. Inspect earthwork daily to detect evidence of erosion and sedimentation; promptly apply corrective measures. 3.7 REMOVAL OF DEMOLITION DEBRIS A. Remove from the site and legally dispose of all demolition debris such as trees, root balls, pavements, concrete, steel sheeting and miscellaneous metals. END OF SECTION 31 1100 COLLYER BOATHOUSE SITE CLEARING AND DEMOLITION 31 11 00-6 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 3120 00 Ithaca, New York EARTHWORK SECTION 3120 00 — EARTHWORK PART 1 - GENERAL 1.1 SECTION INCLUDES A. Unclassified excavation and backfill for structures. B. Aggregate base course for pavements. C. Disposal of unsuitable and excess excavated materials. D. Restoration of lawn areas. 1.2 RELATED SECTIONS A. Division 01 Section "Field Engineering": Layout. B. Division 01 Section "Construction Facilities and Temporary Controls": Dewatering excavations and water control. C Division 01 Section "Special Inspections and Testing". D. Division 03 Section "Cast -In -Place Concrete". E. Division 31 Section "Site CIearing and Demolition". F. Division 31 Section "Steel Sheet Piling". 1.3 FIELD MEASUREMENTS A. Verify that survey benchmark and intended elevations for the Work are as indicated. 1.4 REFERENCES A. ASTM D2922 - Test Methods for Density of Soil and Soil Aggregate in Place by Nuclear Methods. B. 12 NYCRR 53 - Construction, Excavation, and Demolition Operations At or Near Underground Facilities. C. New York State Department of Transportation - Standard Specifications, Construction and Materials, latest edition. COLLYER BOATHOUSE EARTHWORK 3120 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014. CORNELL UNIVERSITY SECTION 31 20 00 Ithaca, New York EARTHWORK 1.5 DEFINITIONS A. Rock Excavation: Limestone, sandstone, shale, granite, and similar material in solid beds or masses in its original or stratified position which can be removed only by blasting operations, drilling, wedging, or use of pneumatic tools, and boulders with a volume greater than 1.0 cubic yard. Concrete building foundations and concrete slabs, not indicated, with a volume greater than 1.0 cubic yard shall be classified as rock. 1. Materials which can be Loosened with a pick or backhoe, frozen materials, soft laminated shale or hardpan, pavements, curbs, and similar materials shall be classified as earth excavation. Concrete building foundations and concrete slabs, where indicated, shall be classified as earth excavation, Masonry building foundations, whether indicated or not, shall be classified as earth excavation. B. Unauthorized Excavation: The removal of material below required elevation indicated on the Drawings or beyond lateral dimensions indicated or specified without specific written direction by the Engineer. C. Unclassified Excavation: Removal of obstructions visible on the surface, topsoil, earth, and all other subsoil materials encountered that are not defined as rock. D. Subgrade Surface: The undisturbed earth or the compacted soil layer immediately below granular subbase, base of structure, or topsoil materials. E. Structure: Buildings, foundations, slabs, retaining walls, tanks, manholes, or other constructed or manufactured stationary features occurring above or below ground surface. F. Utility: Any buried pipe or conduit. G. Pavement: Any compacted granular, asphalt concrete or portland cement concrete section, either existing or proposed, constructed above the subgrade surface for the purpose of supporting pedestrian and vehicular traffic. H. Maximum Density: The dry unit weight in pounds per cubic foot of the soil at "Optimum Moisture Content" when determined by ASTM D 1557 (Modified Proctor). 1.6 REGULATORY REQUIREMENTS A. Comply with 29 CFR Part 1926, OSHA, Subpart P, Excavations and Trenches for work of this section. 1.7 SUBMITTALS A. Materials Source: Submit name and address of imported aggregate materials suppliers. Provide materials from sante source throughout the Work. Change of source requires Engineer approval. B. Test Reports: Submit the following reports directly to Engineer from an ASTM certified soils laboratory, with copy to Owner: COLLYER BOATHOUSE EARTHWORK 3120 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 20 00 Ithaca, New York EARTHWORK 1. Analysis of aggregate materials performed in accordance with ASTM C136 and within past three months. C. Manufacturer's Instructions: When required by this section, submit manufacturer's installation instructions, guidelines and typical details. 1.8 PROJECT CONDITIONS A. Existing Utilities: Locate, identify, and protect utilities that remain, from damage. Be assured as to the location and position of gas, water, sewer, electric, fiber-optic, telephone services and mains, culverts and other conduits that may be affected by the construction and notify the respective authorities in charge of same of the work in the vicinity. CALL DIG SAFELY NEW YORK (1-800-962-7962) BEFORE STARTING EXCAVATION OPERATIONS. The Contractor will be held strictly responsible for the cost of repairs or replacement of all utilities and other conduits damaged directly by his forces or indirectly by failure to provide proper protection or support of the same. The Contractor will also be held responsible for damages to others caused by utility lines damaged either directly or indirectly by his operations. 1. Comply to all rules and regulations cited in 12 NYCRR 53 - Construction, Excavation and Demolition Operations At or Near Underground Facilities. 2. If uncharted, or incorrectly charted, piping or other utilities are encountered during excavation, consult utility authority and Engineer immediately for direction. Cooperate with Owner and utility authority to keep their respective services and facilities in operation. B. Protect existing trees and plants during performance of the Work unless otherwise indicated. Box trees and plants indicated to remain within the grading limit line with temporary steel fencing or solidly constructed wood barricades as required. Protect root systems from smothering. Do not store excavated material, or allow vehicular traffic or parking within the branch drip line. Restrict foot traffic to prevent excessive compaction of soil over root systems. 1.9 FIELD QUALITY CONTROL A. Refer to Division 1 Section "Special hispections and Testing", for inspection and testing services to be performed by the Owner's Testing Agency. B. Compaction Testing: Notify the Owner's Testing Agency at least 3 working days in advance of all phases of filling and backfilling operations. Compaction testing will be performed by the Owner's Inspection and Testing Agency to ascertain the compacted density of the fill and backfill materials. Compaction testing will be performed on certain layers of the fill and backfill as determined by the Structural Engineer. If a compacted layer fails to meet the specified percentage of maximum density, the layer shall be re -compacted and will be retested. No additional material may be placed over a compacted layer until the specified density is achieved. COLLYER BOATHOUSE EARTHWORK 31 20 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 20 00 Ithaca, New York EARTHWORK PART 2 - PRODUCTS 2.1 AGGREGATE MATERIALS A. Bedding Stone: Clean, sound, durable, sharp -angles fragments of rock of uniform quality and conforming to NYSDOT Material Designation 703-0201, Size Designation No. 1 or IA. B. Drainage Stone: Clean, sound, durable, sharp -angled fragments of rock of unifonn quality and conforming to NYSDOT Material Designation 703-0201, Size Designation No. 2. C. Subbase Course Material (Type 2): Crushed stone or crushed ledgerock which is sound, durable, and free of organic and other deleterious materials conforming to the following limits of gradation: Percent Passing by Weight Sieve Size 100 2 inch 25-60 '/ inch 5-40 No. 40 0-10 No. 200 1. Material to have 20 percent or less loss after 4 cycles of NYSDOT Magnesium Sulfate Soundness Test. Imported Topsoil: Screened, fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds, roots and stones larger than 1 inch across the longest dimension, soil acidity range pH 5.4 to pH 7.0, inclusive. E. Select Fill: Imported or excavated on-site sand, loam, or clay material free from organic material and debris. Unfrozen and containing only small amounts of rock not exceeding four inches in the largest dimension. F. Cushion Sand: Clean, hard, durable, uncoated particles, free from lumps of clay and all deleterious substances conforming to the following limits of gradation when dry: Percent Passing by Weight Sieve Size 100 114 inch 0 to 35 No. 50 0 to 10 No. 100 2.2 GEOTEXTILE MATERIALS A. Filter Fabric: Nonwoven geotextile, specifically manufactured as a drainage geotextile; made from polyolefins, polyesters, or polyamides; and with the following minimum properties determined according to ASTM D 4759 and referenced standard test methods: Property Value Puncture Resistance (lb.) 65 COLLYER BOATHOUSE EARTHWORK 31 20 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 3120 00 Ithaca, New York EARTHWORK Tear Strength (lb) 50 Grab Tensile Strength (lb.) 120 Apparent Opening Size (sieve) 70 Water Flow Rate (gpm/sf) 135 2.3 GRASS SEED A. Provide fresh, clean, new -crop seed complying with tolerance for purity and germination established by Official Seed Analysts of North America. Provide seed of grass species, proportions and minimum percentages of purity, germination, and maximum percentage of weed seed as specified. B. Composed of the following varieties, mixed to the specified proportions by weight, and tested to minimum percentages of purity and germination. Free of Poa Annua, bent grass and noxious weed seed. Blend Parts Purity Minimum Germination Kentucky Bluegrass Blend 50% 90% 87% Fine Fescue 10% 90% 82% Perennial Ryegrass Blend 40% 90% 90% C. One half of Kentucky Bluegrass Blend shall consist of equal quantities of two of the following varieties: Baron, Bonnieblue, Fylking, Majestic, Adelphi, Sydport, Touchdown, Vantage, or Victa. The other half shall consist of equal quantities of the following varieties: Glade and Nugget. D. Perennial Ryegrass shall be a blend of the following varieties: Citation II, Diplomat, Omega II, Pennfine, or Yorktown II. E. Fine Fescue shall be one of the following varieties: Banner, Biljart (C-26), Jamestown and Pennslawn. PART 3 - EXECUTION 3.1 PREPARATION A. Identify required lines, levels, contours, and datum. Layout the Work in accordance with baseline data shown on Drawings. B. Protect all temporary benchmarks, control points, property monuments, existing structures, fences, mailboxes and traffic control signs from excavation equipment and vehicular traffic. 3.2 AGGREGATE STOCKPILING A. Stockpile materials on site adjacent to areas of work. COLLYER BOATHOUSE EARTHWORK 3120 00-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 20 00 Ithaca, New York EARTHWORK B. Stockpile in sufficient quantities to meet project schedule and requirements. C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Direct surface water away from stockpile site so as to prevent erosion or deterioration of materials. 3.3 UNCLASSIFIED EXCAVATION A. Excavate topsoil from areas to be further excavated or re -graded. 1. Stockpile topsoil in area designated on-site to be reused. B. Excavate all material required to accommodate site grades. 1. Machine slope banks to angle of repose or less, until shored. 2. Grade top perimeter of excavation to prevent surface water from draining into excavation. 3. Notify Engineer of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. 4. Correct areas over -excavated with Select Fill. C. Pile excavated material in manner that will not endanger the Work and that will avoid obstructing drives, temporary ditches or natural water courses, or create erosion or landslide hazards. D. Excavation for Structures: Conform to elevations, lines, and limits indicated. Excavate to a vertical tolerance of plus or minus 1 inch. Extend excavation a sufficient lateral distance to provide clearance to execute the Work. 1. Remove all excess excavated materials from the site. E. Unauthorized Excavations: Unless otherwise directed, backfill unauthorized excavation under footings, foundation bases, and retaining walls with compacted subbase course material without altering the required footing elevation. 1. Unauthorized excavations under structural Work such as footings, foundation bases, and retaining walls shall be reported immediately to the Engineer before any concrete or backfilling Work commences. F. Stability of Excavations: Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. G. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers, and cross braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. 1. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. COLLYER BOATHOUSE EARTHWORK 3120 00-6 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 20 00 Ithaca, New York EARTHWORK 3.4 BACKFILL AND COMPACTION AT STRUCTURES A. Place backfill and fill materials in layers not more than 12 inches thick in loose depth unless otherwise specified. Before compaction, moisten or aerate each layer as necessary to facilitate compaction to the required density. Do not place backfill or fill material on surfaces that are muddy, fi-ozen, or covered with ice. B. Prevent wedging action of backfill against sheet pile and prevent damage to sheet pile. Place backfill evenly on both sides of the sheet pile until the finished elevation of the front backfill is reached. Maintain heavy equipment a minimum of 3 feet from sheet pile. C. Compact each layer of backfill for the following area classifications to the percentage of maximum density specified below and at a moisture content suitable to obtain the required densities, but at not less than 3 percent drier or more than 2 percent wetter than the optimum content as determined by ASTM D 698 (Standard Proctor) or 1557 (Modified Proctor): 1. Behind retaining wall and all pavement areas: 95 percent until finished elevation of the front of the backfill is reached. 2. Place drainage stone against the back of the sheet -pile. Drainage fill should be consolidated but not compacted to prevent prying on the sheetpile. 3. Other areas away from sheet pile, compact to 95 percent if placing select fill or subbase course. D. If a compacted layer fails to meet the specified percentage of maximum density, the layer shall be re -compacted and retested. If compaction cannot be achieved the material/layer shall be removed and replaced. No additional material may be placed over a compacted Iayer until the specified density is achieved. 3.5 AGGREGATE BASE COURSE FOR PAVEMENTS A. Verify that subgrade has been compacted to specified density and tested prior to placing base course material. B. Match grades and cross -slopes of existing pavements. C. Provide aggregate base course of the compacted thickness shown on Drawings. D. Compact aggregate materials with a smooth drum compactor weighing at least 7 tons and operating in the vibratory mode. E. Use mechanical tamping equipment in areas inaccessible to drum compactor. F. Provide compacted aggregate courses at or above 95 percent maximum density. G. When environmental conditions do not permit final pavement restoration, extend backfill to finish grade elevations. 3.6 LAWN RESTORATION A. Placing Topsoil: COLLYER BOATHOUSE EARTHWORK 31 20 00-7 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 3120 00 Ithaca, New York EARTHWORK 1. Spread topsoil on areas that have been excavated, regraded, or where indicated on the Drawings to a minimum depth of 3 inches. Rake until smooth. 2. Place topsoil during dry weather and on dry unfrozen subgrade. 3. Remove vegetative matter and deleterious non-organic material from topsoil while spreading. 4. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. 5. Remove excess topsoil and deleterious materials from site. B. Fertilizing: 1. Apply fertilizer in accordance with manufacturer's instructions. 2. Apply after smooth raking of topsoil and prior to roller compaction. 3. Do not apply fertilizer at same time or with same machine as will be used to apply seed. 4. Mix thoroughly into upper 2 inches of topsoil. 5. Lightly water to aid the dissipation of fertilizer. C. Seeding: 1. Apply seed at a rate of 174 lbs. per acre evenly in two intersecting directions. Rake in lightly. (174 lbs./ac. = 4 lbs./1000 sf. = 0.58 oz./sy.) 2. Do not seed areas in excess of that which can be mulched on same day. 3. Do not sow immediately following rain, when ground is too dry, or during windy periods. 4. Roll seeded area with roller not exceeding 100 lbs. 5. Immediately following seeding and compacting, apply mulch to a thickness of 1/8 inch. Maintain clear of shrubs and trees. 6. Apply water with a fine spray immediately after each area has been mulched. Saturate to 3 inches of soil. 3.7 DISPOSAL OF UNSUITABLE AND EXCESS EXCAVATED MATERIAL A, Remove from property and legally dispose of excess and unsuitable materials, including materials resulting from clearing and grubbing and removal of existing improvements. 1. Construction debris, trash, and any other objectionable solid waste regulated by 6 NYCRR Part 360, will not be permitted to be buried on the project site. END OF SECTION 31 20 00 COLLYER BOATHOUSE EARTHWORK 31 20 00-8 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 41 16 Ithaca, New York STEEL SHEET PILING SECTION 3141 16 STEEL SHEET PILING PART 1 GENERAL 1.0 DESCRIPTION A. The Work of this Section includes all mobilization, surveying, labor, materials, equipment and services necessary to complete the Steel Sheet Piling work as shown on the drawings and/or specified herein. 1.1 RELATED SECTIONS A. Document titled Geotechnical Engineering Report; Cornell LFniversity Rowing Center Additions, dated 1/22/2009 by CHA, Albany, NY. B. Division 31 20 00 "Earthwork". 1.2 CONTRACTOR QUALIFICATIONS A. The Contractor performing the construction of the work shall have a minimum of five (5) years of experience in steel sheep pile wall construction and shall submit evidence of successful completion of at least five (5) similar projects. 1.3 SUBMITTALS A. Product Data: 1. Provide manufacturers product information (cut sheets) and for materials including: a. Piling material b. Waler Channels, Tie Backs and related hardware c. Closure plates B. Quality Control Submittals: 1. Provide pile driving plan indicating proposed materials, equipment and methods of installation. 2. The Contractor shall submit evidence of qualifications as listed above. 1.4 REFERENCES A. Latest version of American Society for Testing and Materials (ASTM) standards: 1. ASTM A 328 Standard Specification for Steel Sheet Piling 2. ASTM A572 Standard Specification for High -Strength Low -Alloy Columbium - Vanadium Structural Steel. B. AWS D1.1— Structural Welding Code - Steel C Occupational Health and Safety Administration (OSHA) Publication 1. 29 CFR 1926 Construction Industry Standards, Subpart P — Excavations D. Geotechnical Investigation Report 1.5 EXISTING CONDITIONS A. The Contractor is responsible for contacting a utility location service to verify the location of underground utilities before starting the work. COLLYER BOATHOUSE STEEL SHEET PILING 31 41 16-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 3141 16 Ithaca, New York STEEL SHEET PILING B. The Contractor shall survey the condition of adjoining properties and make records and photographs of any evidence of settlement or cracking of any adjacent structures. The Contractor's report of this survey shall be delivered to the Owner before work begins. L6 SITE PREPARATION A. All site preparation as may be required or as shown on the drawings, including soil erosion and sediment control, storm water management, and stream protection and any excavation within the area to be occupied by piles shall be completed before the piles are driven. 1.7 CONSTRUCTION QUALITY ASSURANCE A. Refer to Division 1 Section "Special Inspections and Testing", for Sheet Pile inspection and testing to be performed by the Owner's Inspection and Testing Agency. B. All aspects of anchored wall construction will be monitored by the Owner's Special Inspector. The Contractor shall be aware of the activities required by the Special Inspector and shall account for these activities in the construction schedule. The Contractor shall correct all deficiencies and nonconfonnities identified by the CQA Inspector at no additional cost to the Owner. PART 2 MATERIALS 2.1 GENERAL A. The Contractor shall not deliver materials to the site until the Engineer has approved the submittals outlined in this section. 2.2 STEEL SHEET -PILE A. Steel sheet -piles shall be new and of the type and weight shown indicated on the Contract Drawings. Steel sheet -piles shall conform to the requirements of ASTM A572 Grade 50. 2.3 WALERS AND TIE -BACKS A. Steel walers shall be of the type and weight shown indicated on the Contract Drawings. Tie- back rods, angles and related hardware to be of the size and type indicated in the drawings and to be A36 steel, G90 Hot Dipped Galvanized. 2.4 CLOSURE PLATES AND ACCESSORY MATERIALS A. Comer closure plates and other exposed accessory steel materials shall be ASTM Cor -Ten B. PART 3 EXECUTION 3.1 GENERAL A. Wall elements for anchored walls constructed in accordance with this Specification shall be continuous interlocking steel sheet -piles of the length indicated on the contract drawings and driven to the top of pile elevation shown on the contract drawings. 3.2 DRIVEN SHEET -PILE INSTALLATION A. General 1. Provide new piling of type and length indicated. Piles must be driven in complete lengths; splices are not pennitted. COLLYER BOATHOUSE STEEL SHEET PILING 31 41 16-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 41 16 Ithaca, New York STEEL SHEET PILING 2. Store piles in manner that maintains joint integrity, including preventing damage to joint sealers. 3. Install piling at locations shown on the drawings. Drawings indicate piling length and top elevation. Where required, cut off tops of piles as necessary to achieve top elevation. All cutoff lengths shall remain the property of the Contractor and shall be properly disposed. 4. Access trench, with width up to 3' and depth up to 2' from finished grade, may be excavated along alignment of piles. Trench shall be centered on alignment. Upon completion of pile installation, access trench shall be backfilled with gravel and compacted to 95% of modified Proctor. 5. Utilize installation equipment including vibratory or drop heads as necessary given site conditions and pile type. Provide and utilize mandrel, helmet or drive shoe as necessary to install piles. 6. Protect head of pile with cap or other device as necessary. Piles with heads that are damaged below the elevation of the top of the pile will be rejected and require removal and re -installation of the pile. 7. Provide an installation guide or other device as necessary to assist in driving piles straight and plumb. Piling shall not be driven more than 1 /8" per foot out of plumb in the planes both parallel and perpendicular to wall. 8. Piles shall be installed so that all joints are interlocking. Joints that do not interlock will be rejected and require removal and re -installation of the pile. B. Defective Piles 1. Any pile damaged in driving, driven out of its proper Iodation, driven below the specified cut off elevation, or inaccurately cut off shall be corrected by one of the following methods, whichever is approved by the Engineer: a. The defective pile shall be pulled and replaced or re -driven; b. A new pile shall be driven adjacent to the defective pile 2. All piles pushed up or dislocated by the driving of adjacent piles or by any other cause shall be re -driven to the proper position. 3. Any sheet pile ruptured in the interlock or otherwise damaged during driving shall be pulled and replaced. C. Welding and Splicing 1. Splicing of sheet -piles shall not be permitted, unless approved by the Owner. All structural welding of steel and steel reinforcement shall be perforned by certified welders qualified to perform the type of welding shown on the Shop Drawings. All sheet -piles shall be cutoff to a true plane at the elevations shown on the Contract Drawings. END OF SECTION COLLYER BOATHOUSE STEEL SHEET PILING 31 41 16-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 6219 Ithaca, New York TIMBER PILES PART 1—GENERAL 1.1 SUMMARY A. This Section includes specifications for furnishing and installing treated timber piles. B. Supply piles of the following types as indicated: 1. Tirnber piles, peeled and treated, driven. C. Related Sections: 1. Earthwork — Section 31 20 00 1.2 REFERENCE STANDARDS A. Timber Pile Design and Construction Manual by the Tirnber Piling Council and the American Wood Preservers Institute. B. American Society for Testing and Materials (ASTM). ASTM D25 Specification for Round Timber Piles C. American Wood Preservers' Association (AWPA) AWPA C3. Piles - Preservative Treatment by Pressure Processes. AWPA M4. Standard for the Care of Preservative Treated Wood Products. 13 SUBMITTALS A. General: Refer to Contract Requirements for Submittals, Shop Drawings, Product Data and Samples. B. Shop Drawings: Submit shop drawing indicating pile source, compliance with specified pile type, and length. Submit data on round timber pile treatrnent data, including certification by treating plant stating type of preservative solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. C. Pile Driving Record: Maintain a pile driving record during pile driving and submit it to the Engineer upon completion of pile driving. On the record indicate, for each pile driven, the type and rating of driving equipment, number of blows per inch penetration for the last 12 inches, and any unusual conditions encountered during driving. D. Equipment Review and Drawings: 1. Submit complete list of the equipment proposed for use, including a description of the characteristics of each piece of driving equipment. a. The Project Engineer will review the proposed driving equipment, accessories, and methods of adequacy for the conditions expected to be encountered. However, the adequacy of the equipment and accessories shall remain the responsibility of the Contractor. Should the equipment used by the Contractor prove inadequate to drive the scheduled types of piles in the locations indicated, or should the use rate of accessories show damage to the piles, or should the COLLYER BOATHOUSE TIMBER PILES 31 62 19-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 6219 Ithaca, New York TIMBER PILES Progress Schedule not be maintained, the Contractor shall replace, or use different types of equipment. 2. Submit shop drawings of driving accessories showing compatibility with the size configuration, handling, and driving requirements of each type of pile indicated on the Contract Drawings. 1.4 DELIVERY, STORAGE, AND HANDLING A. Handling, storage and field fabrication, including treating of cut ends, shall be in accordance with AWPA M4. 2.0 PART 2 -- PRODUCTS 2.1 TIMBER PILES A. Round Timber Piles: Piles shall be Southern Pine or Douglas Fir and shall conform to ASTM D 25, unused, clean peeled, uniformly tapered, one piece from butt to tip. Piles shall be Timber Pile Council Class A Piles; 12" diameter measured 3' from the butt, and 7" diameter at the tip. B. Pressure treatment shall be in accordance with AWPA C3; Land and fresh water piles. C. Preservatives and Retentions: Creosote (pcf) ... 12 pcf Waterborne (CCA or ACZA).....0.8 pcf PART 3 — EXECUTION 3.1 PILE TYPES Piles shall be end -bearing type. Drive end -bearing piles to the required bearing depth. 3.2 INSTALLATION OF PILES A. General: Provide piles of the type, length and configuration indicated in the drawings. B. Pile Driving: 1. Provide adequate lateral support for installed individual piles to prevent excessive temporary flexural stresses or movement of the pile top out of tolerance. 2. Maintain the hammer coaxial with the pile during the driving operation by using a combination of driving cap and leads. 3. Investigate any sudden decrease in driving resistance for possible breakage of the pile. If sudden decrease in driving resistance cannot be correlated to boring data or some incident in the driving, and if the pile cannot be inspected, such decrease in driving resistance may be cause for rejection of the pile. 4. Re -drive any pile which is raised during driving of adjacent piles, to the original tip elevation. COLLYER BOATHOUSE TIMBER PILES 31 6219-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 31 62 19 Ithaca, New York TIMBER PILES 5. Cut off piles at top elevation indicated on the drawings. Replace or repair piles which are damaged when cut off. C. Installation Tolerances: 1. Deviation from plumb and angle of batter: '/a inch per foot of pile length, but not more than 3 inches overall. 2. Deviation from location of pile top: 2 inches. D. Piles not meeting ASTM D25 requirements will be rejected. Remove such piles from the site and replace with sound piles. Piles broken under driving stresses may be cut off and left in place if approved by the Design Engineer for the location. Otherwise they shall be extracted and removed from the site. COLLYER BOATHOUSE TIMBER PILES 31 6219-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 3212 00 Ithaca, New York HOT MIX BITUMINOUS PAVEMENT SECTION 32 12 00 — HOT MIX BITUMINOUS PAVEMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Hot -mixed asphalt concrete pavements. B. Asphalt emulsions for tack coat. 1.2 RELATED SECTIONS A. Division 31 Section "Earthwork." B. Division 33 Section "Traffic Control." 1.3 QUALITY ASSURANCE A. Perform work in accordance with New York State Department of Transportation Standard Specifications, Construction and Materials latest edition. B. Mixing Plant: Conform to New York State Department of Transportation Standard Specifications, Construction and Materials latest edition. C. Provide material furnished by a bulk asphaltic concrete producer regularly engaged in the production of hot -mix, hot -laid asphaltic concrete paving materials. Obtain materials from same source throughout. D. Testing and inspection of hot mix bituminous pavement may be performed by an Independent Testing Agency retained by the Owner. 1.4 ENVIRONMENTAL REQUIREMENTS A. Weather Limitations: 1. Place bituminous pavement only when the surface is dry and when weather conditions are such that proper handling, finishing and compaction can be accomplished. In no case, however, shall bituminous pavement be placed when the surface temperature is below the minimum established in the following table: COURSE THICKNESS MINIMUM SURFACE TEMPERATURE 1.5 Inches and Over 40°F I.0 to 1.4 Inches 50°F Less than 1.0 Inches 60°F COLLYER BOAT HOUSE HOT MIX BITUMINOUS PAVEMENT 32 12 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 32 12 00 Ithaca, New York HOT MLX BITUMINOUS PAVEMENT 1.5 SUBMITTALS A. Submit for approval the mixing plant to be used. B. Submit approved job mix formulas for each asphalt concrete pavement prior to preparation of the mixture. C. Submit all aggregate and asphalt binder test data, as required. D. Submit reports of all required testing and inspection. PART 2- PRODUCTS 2.1 MATERIALS A. Asphalt Concrete Top Course: NYSDOT Type 7. B. Asphalt Concrete Binder Course: NYSDOT Type 3. C. Tack Coat: NYSDOT Item #407.0101. 2.2 EQUIPMENT A. Spreading Equipment: Provide self-contained spreading equipment of sufficient size, power, and stability to receive, distribute, and strike -off the bituminous mixture at rates and widths commensurate with the typical sections and other details shown on the plans. Provide equipment with automatic control systems which maintain the screed in a constant position relative to profile and cross -slope references. These references shall be such that control of the screed position is reasonably independent of irregularities in the underlying surface and of the spreader operation. B. Rollers: Provide rollers of the standard steel wheel and pneumatic tire types and meeting the requirements of NYSDOT Standard Specifications. PART 3 - EXECUTION 3.1 INSPECTION A. Verify compacted subbase is dry and ready to support paving and unposed loads. B. Proof roll subbase and correct any areas determined unacceptable by Testing Agency, in accordance with the Engineer's recommendations prior to placing orders for asphalt materials. C. Verify gradients and elevations of base are correct. D. Beginning of installation means acceptance of substrate. COLLYER BOAT HOUSE HOT MIX BITUMINOUS PAVEMENT 32 12 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 32 12 00 Ithaca, New York HOT MIX BITUMINOUS PAVEMENT E. Protect existing surfaces and structures adjacent to paving. Repair any damage caused by paving operations at no additional cost to the Owner. 3.2 CONDITIONING EXISTING PAVEMENTS TO BE RESURFACED A. Verify the extents of existing asphalt pavement to be milled and replaced with bituminous hot mix overlay. Mill the areas noted on the Drawings to a depth equal to overlay thickness. B. Scarify by milling, grinding or cold planning the existing pavement surface to establish a new surface profile and cross section in preparation for the bituminous hot mix overlay. Provide a surface after grinding that is grooved or ridged finish uniforin and resistant to raveling or traffic displacement. Provided a textured surface that has grooves of 0.25 inches in width. C. Include grinding around utility castings in the area of the pavement scarified. At Contractor's option, remove the entire existing bituminous pavement around the castings where grinding is not completed and replace it with bituminous binder course placed and compacted in maximum 3 inch Iifts. Vertically cut the limits of the area to be patched, mechanically compact the existing base course and tack coat the vertical edges before backfilling. D. Clean existing pavements to receive the overlay by use of mechanical sweepers, hand brooms or other effective means until the surfaces are free of all material which might interfere with the bond between overlay and existing surfaces. E. Install a tack coat at the rate of 0.15-0.20 gallon per square yard on the surface of the existing pavement prior to placing the overlay course. 3.3 PREPARATION, MIXING, AND HAULING OF MIXTURE A. Preparation: 1. Bituminous Material Preparation: Heat bituminous material and deliver to the mixer within the temperature range specified in NYSDOT Standard Specifications. Do not use foaming bituminous materials. 2. Aggregate Preparation: Feed aggregates to the cold elevator in their proper proportions at a rate permitting correct and uniform control of heating and drying. Remove all aggregates in the hot bins that will produce a mix outside the temperature limits or that contain sufficient moisture or expanding gases to cause foaming in the mixture and return to the proper stockpiles. B. Mixing: 1. After all of the aggregate is in the mixer, add bituminous material in an evenly spread sheet over the full length of the mixer. The mixing time shall be the time interval between the start of the application of the bituminous material and the opening of the mixer gate. Mix bituminous material for a minimum of 30 seconds. Discharge all bituminous material in no more than 30 seconds. 2. Maintain temperatures of the mixture at the plant in order to be placed at the temperatures specified per NYSDOT Standard Specifications. C. Hauling: COLLYER BOAT HOUSE HOT MIX BITUMINOUS PAVEMENT 3212 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 32 12 00 Ithaca, New York HOT MIX BITUMINOUS PAVEMENT 1. Use trucks for hauling bituminous mixtures that have tight, clean, smooth metal beds which have been thinly coated with a minimum amount of approved material to prevent the mixture from adhering to the beds. Provide each truck a securely fastened, waterproof cover of suitable material to adequately protect the mixture from the wind and weather. Remove covers prior to dumping mixture into the paver. 2. When hot mixtures are being transported at prevailing air temperatures below 50° F or when the length of haul exceeds 20 miles, insulate all truck beds to maintain the specified temperature of the mixture. Do not haul distances in excess of 50 miles unless specifically approved by the Engineer. 3.4 INSTALLATION OF NEW HOT MIX BITUMINOUS PAVEMENT A. Preparation of Subbase surface: The surface of the subbase shall be well compacted to required density. It shall be rolled to a smooth, dense texture and shall be cleaned of all excessive dust, debris, or fine sand with a rotary broom, if necessary. The surface shall be dry. B. Joints: All longitudinal construction joints shall be executed in accordance with the Drawings prior to placing pavement. C. Tack Coat: Apply tack coat at the rate of 0.15-0.20 gallon per square yard between binder and top courses. D. Spread the pavement mixture on an approved surface with bituminous pavers or spreaders to achieve the specified thickness and compaction. Maximum compacted depth of any one layer shall be as follows: 1. Binder Course: 4 inches 2. Surface Course: 3 inches E. Immediately after the mixture is spread correct irregularities in grade and alignment by the addition or removal of the mixture before compaction is started. F. PIace bituminous paving as continuously as possible. Make longitudinal and transverse joints as a vertical face. Set up joints at the proper height above the adjacent finished pavement to receive maximum compaction. G. Remove and replace any areas showing an excess or deficiency of bituminous material before or after compaction. H. In areas where irregularities or unavoidable obstacles make the use of mechanical spreading equipment impracticable, spread or rake the mixture with hand tools. For such areas, dump, spread, and screen the mixture to give the specified thickness and compaction. 1. There shall be no visible defects, such as shallow ruts, ridges, roller marks, cracking, tearing, segregation, or any other irregularities, as determined by the Engineer, in the pavement when the operation is complete. If these defects are present, correct these defects to the satisfaction of the Engineer and replace with fresh hot bituminous mixture. J. Remove and replace with fresh hot bituminous mixture any pavement that becomes loose and broken, mixed with dirt, or is in any way defective. COLLYER BOAT HOUSE HOT MIX BITUMINOUS PAVEMENT 3212 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 3212 00 Ithaca, New York HOT MIX BITUMINOUS PAVEMENT 3.5 COMPACTION A. Provide a bituminous mixture with a minimum temperature of 270° F prior to placing in the paver. Immediately after the bituminous mixture has been spread, struck off, and surface irregularities adjusted, thoroughly and uniformly compact by rolling. B. Coordinate the spreading of the mixture with the required roller coverage, considering the rate of cooling of the mixture as affected by lift thickness and environmental conditions. Complete final rolling before the pavement reaches a temperature of 180° F. C. Along curbs, headers, walls, and in other areas not accessible to rollers, thoroughly compact the mixture with hot, hand tampers or with mechanical tampers. D. For all hot bituminous mixtures, provide the number and type of rollers sufficient to compact the mixture at the rate of spreading without exceeding the capacity of the rollers in operation. Compact base, binder, and surface courses with a combination of both steel and Type I pneumatic tire rollers, except in small areas which may be compacted by hand tools. E. To prevent adhesion of the mixture to the rollers, keep the wheels properly moistened with water, water mixed with small quantities of detergent or other approved material. Petroleum products or solvents having an adverse effect upon the hot bituminous pavement will not be permitted for use. F. Unless otherwise directed, begin rolling at the outer edges and proceed longitudinally at a slow, uniform speed. After each coverage or complete round trip, progress the roller by overlapping the previous pass by at least half of the width of the roller. Roll banked curves starting at the low side edge and working toward the super -elevated edge. G. Care will be exercised in rolling not to displace the line and grade of the edges of the hot bituminous mixture. H. Correct at once any displacement occurring as a result of reversing the direction of the roller, or from other causes, by the use of rakes and addition of fresh mixture as required. Continue finish rolling until full coverage of the course has been completed and all roller marks are eliminated. I. Do not allow traffic to travel on the compacted pavement until it has cooled sufficiently to prevent glazing. 3.6 SURFACE TOLERANCES A. Do not vary elevation of finished surface course from true elevation by more than 1/4 inch. B. Do not vary transverse slope of the surface of the completed course from the specified slope by more than 3/8 inch in 10 feet. C. Do not vary transverse slope of the surface of the completed course from the testing edge of a 10 foot straightedge by more than the tolerance specified: 1. Binder course: 1/4 inch. 2. Surface course: 1/4 inch. COLLYER BOAT HOUSE HOT MIX BITUMINOUS PAVEMENT 3212 00-5 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 32 12 00 Ithaca, New York HOT MIX BITUMINOUS PAVEMENT D. Remove and replace portions of the completed pavement that are defective in surface, compression, or composition or otherwise correct in a manner satisfactory to the Engineer. 3.7 ACCEPTANCE A. Asphalt pavements not conforming to surface tolerances or quality control testing, and/or exhibiting ponding after rain events, are subject to rejection and removal and replacement at no cost to the Owner. B. When testing or observations indicate that the Contract requirements have not been met, the Contractor is to bear the costs of any additional testing and analysis to determine acceptability and also the cost of removal and replacement, if such is required. 3.8 PROTECTION A. Immediately after placement, protect pavement from mechanical injury. Maintain clean pavement surface throughout the remainder of the project. Irnmediately remove any construction debris or soil tracked on new asphalt. B. If pavement surface becomes faded or dirty prior to completion of project, clean and seal parking lot prior to applying traffic marking paint. END OF SECTION 32 12 00 COLLYER BOAT HOUSE HOT MIX BITUMINOUS PAVEMENT 3212 00-6 SEAWALL REPLACEMENT NOVEMBER 2I, 2014 CORNELL UNIVERSITY SECTION 32 3100 Ithaca, New York CHAIN LINK FENCE SECTION 32 31 00 — CHAIN LINK FENCE PART 1 - GENERAL 1.1 SECTION INCLUDES A. Fence framework, fabric, and accessories. B. Excavation for post bases; concrete foundation for posts and center drop for gates. C. Manual gates and related hardware. 1.2 RELATED SECTIONS A. Division 03 Section "Cast -In -Place Concrete". B. Division 31 Section "Earthwork". 1.3 REFERENCES A. ASTM A 392 — Zinc Coated Steel Chain Link Fence Fabric. B. ASTM F 1083 - Pipe, Steel, Hot -Dipped Zinc Coated (Galvanized) Welded for Fence Structures. C. ASTM F 567 — Installation of Chain Link Fence. 1.4 SUBMITTALS A. Product Data: Provide data on fabric, posts, accessories, fittings and hardware. B. Manufacturer's Installation Instructions: Indicate installation requirements for fabric and gates. 1.5 SYSTEM DESCRIPTION A. Fence Height: 6 feet nominal. B. Line Post Spacing: Spaced equidistant in fence line at intervals not exceeding 10 feet. 1.6 SEQUENCING AND SCHEDULING A. Complete site clearing and rough grading of site to within 3 inches of finish grade adjacent to fence line before commencing installation of posts. COLLYER BOAT HOUSE CHAIN LINK FENCE SEAWALL REPLACEMENT 32 31 00-1 NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 32 3100 Ithaca, New York CHAIN LINK FENCE B. Schedule fence installation to follow completion of other underground utility extensions. PART 2 - PRODUCTS 2A MATERIALS A. Galvanized Steel Fence Fabric: ASTM A 392, Chain Link Fence, as modified herein: 1. Mesh Size Coated Wire Diameter: 2 inch mesh and coated wire diameter of 9 gage (0.148 inch). 2. Zinc -coating: 2 inch mesh galvanized with Class 2 coating (2.0 oz/ft2) by hot -dip process after weaving. B. Steel and Iron Posts and Rails: Type 1 round posts, manufactured in accordance with ASTM F 1083 with zinc coating of 1.8 oz/ft2 min.: 1. Line Posts: 2 inch galvanized standard full weight. 2. Corner and Terminal Posts: 2.5 inch galvanized standard full weight. 3. Gate Posts: 3 inch galvanized standard full weight. 4. Top and Brace Rails: 1.625 inch galvanized standard full weight in continuous lengths of 21 feet, C. Aluminum Cantilever Gate System: 1. Cantilever gate uprights and diagonal braces manufactured from ASTM 8221 aluminum (designation 6063-T-6) with a yield strength of 25,000 PSI, a tensile strength of 30,000 PSI and a standard mill finish. The rails shall be manufactured from ASTM B221 aluminum (designation 6063-T-6) with minimum yield strength of 25,000 PSI, a tensile strength of 30,000 PSI and a standard mill finish. 2. Material for diagonal bracing and uprights shall be 2 inch square x '/ inch aluminum. The design of the top and bottom enclosed track shall conform to the manufacturers system. Material for chain link infill to match fence fabric. 3. Internal roller truck assembly shall be self -aligning swivel ball-and-socket type running on four bearing wheels. Internal roller truck assembly shall be affixed to the hanger bracket by means of a 5/8 inch diameter industrial -grade rod end/center bolt, with a minimum static load rating of 10,000 pounds. Attachment of the center bolt to the truck body shall be by means of a swivel joint to ensure equivalent and consistent loading on all bearing wheels and internal track surfaces throughout the travel of the gate. D. Wire Ties and Tension Wire: Tension wire to meet requirements of ASTM A 824, as modified herein. No. 7 gage in diameter; tensile strength at least 80,000 psi with a galvanized coating no less than 1.2 oz, per square foot of surface area. No. 9 gage aluminum wire clips for attaching fence fabric to line posts. E. Truss Rods: 0.3125 inch galvanized steel with turnbuckle for adjustment. F. Concrete: Type specified in Division 03 Section "Cast -in -Place Concrete". COLLYER BOAT HOUSE CHAIN LINK FENCE SEAWALL REPLACEMENT 32 31 00-2 NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 32 3100 Ithaca, New York CHAIN LINK FENCE 2.2 ACCESSORIES A. Caps: Malleable iron or cast steel; sized to post diameter, set screw retainer. PART 3 - EXECUTION 3.1 PREPARATION A. Verify that stumps, brush, rocks and other obstructions have been cleared and removed along the fence line in accordance with Division 2 Section "Site Clearing and Demolition". B. Refill stump holes with compacted on-site soil and grade fence line to remove surface irregularities. 3.2 INSTALLATION A. Install framework, fabric, accessories and gates in accordance with manufacturer's instructions. B. Set intermediate, terminal, and corer posts plumb. Embed posts a minimum of 36 inches in concrete footings with top of footing 1 inch above finish grade. Slope top of concrete for water runoff. Dig or bore holes in true alignment a minimum of 12 inches in diameter and 36 inches deep. C. Set intermediate, terminal, and corner posts plumb. Embed posts a minimum of 36 inches in concrete footings with top of footing 1 inch above finish grade. Slope top of concrete for water runoff. Dig or bore holes in true alignment a minimum of 12 inches in diameter and 36 inches deep. D. Cure concrete bases for 14 days for terminal, gate and corner posts. E. Cure concrete bases for 7 days for intermediate line posts. F. Brace each gate and corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end and gate posts. G. Provide top rail through line post tops and splice with 6 inch long rail sleeves. H. Install center and bottom brace rail on corner gate leaves. I. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is less, J. Position bottom of fabric a minimum of 1 inch and no more than 2 inches above finished grade. K. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches on centers. L. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips. COLLYER BOAT HOUSE CHAIN LINK FENCE 32 3100-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 32 3100 Ithaca, New York CHAIN LINK FENCE M. Install bottom tension wire stretched taut between terminal posts. N. Install gate with fabric to match fence. Install latch and padlock hardware. 3.3 ERECTION TOLERANCES A. Maximum Variation from Plumb: 1/4 inch. B. Maximum Offset from True Position: 3 inches. END OF SECTION 32 31 00 COLLYER BOAT HOUSE CHAIN LINK FENCE SEAWALL REPLACEMENT 32 31 00-4 NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 3317 00 Ithaca, New York TRAFFIC CONTROL SECTION 33 17 00 — TRAFFIC CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. Installing new and existing traffic signs. B. Reflectorized pavement marking painting. 1.2 RELATED SECTIONS A. Division 31 Section "Earthwork". B. Division 32 Section "Hot Mix Bituminous Pavement". 1.3 REFERENCES A. New York State Department of Transportation - Manual of Uniform. Traffic Control Devices, latest edition. B. New York State Department of Transportation - Standard Specifications, Construction and Materials, latest edition. 1.4 SUBMITTALS A. Product data for sign panels and pavement marking paint. 1.5 ENVIRONMENTAL REQUIREMENTS A. Do not apply pavement paint on wet surfaces or when winds may cause drifting or overspray. PART 2 - PRODUCTS 2.1 TRAFFIC SIGNS Signs: Aluminum alloy panels 0.100 inch thick meeting the requirements of NYSDOT, Standard Specifications, Section 730-01. Sign face layout in accordance with NYSDOT, M.U.T.C.D. and per sign schedule shown on the Drawings. B. Mounting Hardware: Stainless steel tamper-resistant bolts. Length as necessary. COLLYER BOATHOUSE TRAFFIC CONTROL SEAWALL REPLACEMENT 33 17 00-1 NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 33 17 00 Ithaca, New York TRAFFIC CONTROL 2.2 REFLECTORIZED PAVEMENT MARKING PAINT A. Marking Paint: Acrylic latex polymer type, factory -mixed, quick drying, nonbleeding, and specifically designed for use as a traffic -narking paint, B. Glass Beads: Conforming to the requirements of NYSDOT, Standard Specifications, Section 727-05. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify layout of traffic signs and pavement markings with Owner before installation. B. Inventory traffic and other signs removed during demolition operations and confine with Owner locations for re -installation. 3.2 SIGN INSTALLATION A. All signs are to be reinstalled plumb on chain link fence fabric. 3.3 PAVEMENT MARKINGS A. Sweep and clean surfaces to eliminate loose material, dust and foreign material detrimental to the adhesion of the paint film. B. Apply with atomizing spray type striping machine. C. Apply markings with clean-cut edges, true and smooth alignment and a minimum uniform_ wet film thickness of 15 nils. Apply glass beads uniformly over and into the wet paint film at a rate of 6 lbs. per gallon of paint. Use glass bead dispenser that will mechanically and automatically give such performance. D. Paint rollers or brushes may be used for marking gore areas, stop bars and symbols. E. Utilize stencils for all symbols. F. Provide widths, colors, and symbols shown on Drawings and per schedule. 3.4 PROTECTION Provide barriers against vehicular and pedestrian traffic until pavement marking paint is thoroughly dry and will not track. 3.5 PAVEMENT MARKINGS SCHEDULE COLLYER BOATHOUSE TRAFFIC CONTROL 33 17 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 33 17 00 Ithaca, New York TRAFFIC CONTROL A. General: Where shown on the drawings, provide markings of the color and type as follows: Marking Color Reflectorized ADA Aisle White No ADA Symbol Slue Yes Parking Space White No END OF SECTION 33 17 00 COLLYER BOATHOUSE TRAFFIC CONTROL 33 17 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 35 51 00 Ithaca, New York FLOATING DOCK SYSTEM SECTION 35 5100 — FLOATING DOCK SYSTEM PART 1- GENERAL 1.1 SECTION INCLUDES A. Modular floating dock system. 1.2 RELATED SECTIONS A. Division 01 Section "Field Engineering". B. Division 05 Section "Aluminum Gangway". 1.3 SUBMITTALS A. Submit four prints of shop drawings to the Owner for review. Shop drawings shall clearly indicate all modular units, structural connections and hardware. B. Submit two copies of an operation and maintenance manual to be supplied to the Owner. This manual will contain complete details of the system and complete instructions on proper maintenance procedures required to maintain the integrity of the floating dock system. This manual will include annual maintenance items such as tightening of thru-bolts, procedures during icing conditions and all other manufacturer required procedures. 1.4 DESIGN REQUIREMENTS A. Live load for the floating dock units: 1. Structure: 100 pounds per square foot (psf) 2. Buoyancy: 30 psf. B. Freeboard: Provide the freeboard under the loading conditions listed below, with no more than linch loss of freeboard after one year of service. 1. Dead Load Condition: Maintain a freeboard of 18 inch under combined dock dead load and supported gangway dead load. 2. Dead Load and Uniform Live Load Condition 1: Maintain a freeboard of 16 inch +1- 2 inch under the dead load condition plus a 30 psf uniformly distributed live load on the dock and supported gangway. 3. Dead Load and Uniform Live Load Condition 2: Maintain a minimum freeboard of 12 inch under the dead load condition plus a 30 psf uniformly distributed dock live load and a supported gangway live load of 50 psf. C. Provide the necessary floatation without corning into contact with the mud bottom during mean lake level noted on the plans. COLLYER BOAT HOUSE FLOATING DOCK SYSTEM 35 51 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY Ithaca, New York SECTION 35 5100 FLOATING DOCK SYSTEM D. Design floatation units damaged. E. to maintain desired buoyancy and freeboard even if structurally Design and construct floating dock units to prevent deterioration from petroleum products and detergents. 1.5 QUALIFICATIONS A. The manufacturer of the floating dock system to submit evidence of satisfactory experience for a minimum of at least five (5) years in the design, manufacturing, and installation of the modular floating system. B. Submit to the Owner a list of at least three projects for which a similar modular floating system has been furnished and installed by the manufacturer. PART 2 - PRODUCTS 2.1 FRAME MATERIALS A. Aluminum channel frame system with .125 inch wall thickness, with height of 4 inch, 6 inch or 8 inch C -Channel. Aluminum will be 6061-T6 marine grade. Spacing of cross member will depend on desired decking, but in no circumstance be greater than 24 inch center to center. All sections will have corner strength gussets and be pre -drilled for ease of field installation. 1. Incorporate spacing members on 16 inch centers as required for decking support. 2. Framing system to allow accessories to be installed anywhere along the perimeter of the floating dock system. 2.2 FLOAT SECTION MATERIALS A. Float section composed of hand welded High Density Polyethylene (HDPE) sheet plastic, using non -rotationally molded floats. Use individual sheets for sides, ends, bottoms, and tops with a universal wall thickness of 0.150 inches (min.), and completely encapsulated expanded polystyrene (EPS) foam. 1. HDPE plastic will be black in color. All plastic material to meet requirements of ASTM D4976 — PE 235 & FDA 21 CFR 177.1520. 2. Density of a section to equal approximately .950 gravis per cubic centimeter or .058 grams per cubic inch per ASTM D4883. 3. Tensile strength at yield will be no less than 3,800 pounds per square inch, and at break no less than 4,400 pounds per square inch per ASTM D638. • 4. Cold brittleness temperature at no less than -103° F. B. Completely encapsulated EPS shall be 100% virgin material and be of a closed cell nature allowing no more than 3% water penetration. 1. All EPS foam block used in the manufacturing process will be pre-cut and hand trimmed to exact size, then hand loaded into each float section to ensure 100% foam filled, air -tight encapsulation. 2. Floatation will not be accomplished by use of air pockets in any form. COLLYER BOAT HOUSE FLOATING DOCK SYSTEM 35 51 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 35 51 00 Ithaca, New York FLOATING DOCK SYSTEM C. Floatation will be lag bolted into the bottom of the C -Channel with 3/8 inch x 1-1/2 inch stainless steel lag bolts. 1. Bolt sections together with 3/8 inch x 5 inch stainless steel 304 series hardware. D. The percentage of the footprint of floatation to the overall footprint of the dock surface area will be no less than 75% to maximize overall stability. 23 DECKING MATERIALS A. Utilize PVC deck boards measuring 1 inch thick x 5.5 inches wide with a solid cross section and an embossed simulated wood grain non-skid pattern surface on both sides of each individual deck board. 1. Deck boards rated for a uniform live load of 100 psf. 2. Demonstrated structural performance for a temperature range from -20°F to 125°F. 3. Color options: Provide samples of decking in all available colors for selection by Owner. B. Side Skirt Boards: Use the same boards as the deck surface. 2.4 ACCESSORIES A. Mooring Cleats: 8 inch or 10 inch Black cleats measuring no more than 1-1/2 inch wide with a height of 1-5/8 inch above the surface of the dock section. B. Pile Guides: Fabricated from steel conforming to ASTM A36 and hot -dip galvanized after fabrication with a minimum coating of 2 ounces per square foot. 1. Roller type. C. Bolt all accessories in the framing system with 304 series Stainless Steel hardware. 2.5 MANUFACTURER A. Floating Dock Manufacturer: Subject to compliance with requirements of this Section, manufacturers offering products that may be incorporated in the work include the following: 1. AccuDock, Pompano Beach, FL. PART 3 - EXECUTION 3.1 FABRICATION A. Floating dock units shall be completely prefabricated by the Contractor at his plant and delivered ready for assembly at the site. All fingers shall be sub -assembled by the Contractor at his plant, ready for installation at the site. Marine accessories such as cleats, etc., shall be installed in the field. B. All floating dock units shall be manufactured at a facility adequately equipped to accomplish the manufacturing process. COLLYER BOAT HOUSE FLOATING DOCK SYSTEM SEAWALL REPLACEMENT 35 5100-3 NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 35 5100 Ithaca, New York FLOATING DOCK SYSTEM 3.2 SHIPPING A. Provide shoring for transit. Owner's Representative will inspect floats upon delivery prior to unloading and any damaged floats shall be replaced by the Contractor at no cost to the Owner. 3.3 INSTALLATION A. Carefully unload floating dock units and keep in orderly piles or stacks until launched in water. B. Securely tie the dock platform and fingers to avoid wind damage until permanent connections to piles are made. C. Mount parts wherever possible so they can be removed and replaced without interference from, injury to, or removal of other parts. 3.4 QUALITY CONTROL A. Provide a qualified manufacturer's representative at the job site during the assembly, installation, and anchorage of the floating modular units. 3.5 SYSTEM WARRANTY A. Provide the manufacturer's warranty to cover manufacturing and workmanship defects in the floating dock system as well as all related aluminum assemblies. 1. Floatation: Twelve (12) years. 2. Aluminum Assemblies: Seven (7) years. 3. Structural: Two (2) years. END OF SECTION 35 5100 COLLYER BOAT HOUSE FLOATING DOCK SYSTEM 35 51 00-4 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 05 0010 Ithaca, New York ALUMINUM GANGWAY SECTION 05 0010 — ALUMINUM GANGWAY PART 1 - GENERAL 1.1 SECTION INCLUDES A. Fabricated aluminum ADA gangway. 1.2 RELATED SECTIONS A. Division 01 Section "Field Engineering". B. Division 35 Section "Floating Dock System". 1.3 SUBMITTALS A. Submit to Owner four copies of manufacturer's product data, shop drawings, and calculations signed and sealed by a Professional Engineer licensed in the State of New York to the Engineer for review and approval. 1.4 DESIGN REQUIREMENTS A. Comply with the minimum safety factor requirements of the Aluminum Association, Aluminum Construction Manual, latest edition. B. Design the aluminum gangway to meet the following criteria: 1. Live Load - Capable of sustaining a uniformly distributed live load of 50 pounds per square foot (psf). 2. Deflection - The gangway shall be limited to a maximum deflection of L/240. 3. Subject to the exceptions of Section 1103.2 of ADAAG, ADA gangway to include, but not be limited to, the following requirements: a. Edge protection installed at the base of the walking surface along each rail. The protection shall be no less than 3 inch in height and shall not interfere with the walking surface itself. b. Intermediate handrails with a minimum clearance of 36 inch off the gangway deck surface. Intermediate handrails to have a minimum inside clearance of 36 inch between both sides and a minimum 1-1/2 inch clearance between handrail and edge of gangway. Intermediate handrail to extend out 12 inch from the end of the gangway on each side and return to end of gangway stanchion 12 inch below. c. The decking design shall ensure that no water will accumulate on walking surfaces. Openings in the deck shall be perpendicular to the walking surface, and decking shall be slip resistant. d. Transition plates from the gangway to the dock surface shall be designed for a minimum of 50 psf and the leading edge shall not extend up more than 1/4 inch from the deck. COLLYER BOATHOUSE ALUMINUM GANGWAY 05 0010-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 05 00 10 Ithaca, New York ALUMINUM GANGWAY PART 2 - PRODUCTS 2.1 MATERIALS A. Ramp: Fabricated of 6005-T5 series alloy aluminum compatible with a marine environment. Core fabrication to be a minimum 2 x 1/8 inch square ribbed tubing. Build gangway sides into the structure of the design to take a pre -stressed arch shape. Include underneath support trusses and triangular gussets as needed. Fasteners shall be stainless steel or other material compatible with aluminum in a marine environment. B. Decking: Fabricated of 6005-T5 series alloy aluminum ribbed and knurled non-skid aggressive surface, with decking support at no more than 24 inch on centers. All decking members welded to the structure of the gangway. No deck screws will be used to attach standard aluminum decking. C. Intermediate Handrails: Fabricated of 6063-T52 series alloy aluminum, 1-V4 inch Schedule 40 aluminum pipe. Minimum clearance of 36 inch off the gangway deck surface and a minimum inside clearance of 36 inch between both sides. Machine welded to 2-1/2x3-7/8 inch centerline projected handrail bracket allowing a minimum 1-'/2 inch clearance between handrail and edge of gangway. Intermediate handrail to extend out 12 inch from the end of the gangway on each side and return to end of gangway stanchion 12 inch below. D. Aluminum Kick Plate: Fabricated of 6061-T6 series alloy aluminum 3 x 1/8 inch flat plate machine welded into the structure of the gangway. Run the length of the gangway on both sides. Extend kick plate up 3 inch from the deck surface. E. Gangway Transition Plate: Fabricated of 6061-T6 series alloy aluminum 3/8 inch diamond tread plate. Piano hinge design with 1-1/4 inch Schedule 80 aluminum pipe hinge pin with PVC pipe bushing. Hinges to have no more than 1/8 inch gap between knuckles horizontally and to have smooth transition as to not create a trip hazard. F. Ramp Roller: Fabricated of polyurethane. Rollers 2-1/2 inch diameter by 12 inch long. Non -marring of the bearing surface and rated to carry the dead plus live load of the gangway. Roller shaft 5/8 inch stainless steel. Provisions shall be made for lubrication of all moving parts and/or bearing surfaces. G. Hinge Plate - Piano hinge design with 1-1/2 inch Schedule 40 aluminum pipe hinge pin with PVC pipe bushing. Hinges to have no more than 1/8 inch gap between knuckles horizontally and to have smooth transition as to not create a trip hazard. Landside of hinge will be 3/8 x 9 inch flat aluminum plate to attach to concrete curb. rated to carry the dead plus live Ioading of the gangway. 2.2 MANUFACTURER A. Aluminum Gangway Manufacturer: Subject to compliance with requirements of this Section, manufacturers offering products that may be incorporated in the work include the following: 1. AccuDock, Pompano Beach, FL. COLLYER BOATHOUSE ALUMINUM GANGWAY 05 00 10-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 05 00 10 Ithaca, New York ALUMINUM GANGWAY PART 3 - EXECUTION 3.1 FABRICATION A. All aluminum welding shall be in conformance with AWS D1.2 Structural Welding Code - Aluminum. 3.2 INSTALLATION A. Gangway units shall be delivered in the form of modules ready to be installed. END OF SECTION 05 0010 COLLYER BOATHOUSE ALUMINUM GANGWAY 05 00 10-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 05 52 00 Ithaca, New York METAL RAILINGS SECTION 05 52 00 - METAL RAILINGS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Stainless steel removable pipe railings and fittings. B. Related Requirements: 1. Section 03 30 00 - Cast -In -Place Concrete: Execution requirements for placement of anchorage locations, as specified in this Section, in concrete. 1.2 REFERENCE STANDARDS A. ASTM International: 1. ASTM A167 - Standard Specification for Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet, and Strip. 2. ASTM A312 - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes. 3. ASTM A312M - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes. 4. ASTM A554 - Standard Specification for Welded Stainless Steel Mechanical Tubing. 5. ASTM E985 - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings. B. National Association of Architectural Metal Manufacturers: 1. NAAMM Metal Finishes Manual. 1.3 SUBMITTALS A. Section 01 33 00 - Submittal Procedures: Requirements for submittals. B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of fasteners, and accessories, shop welding to be performed (size, type and materials), and materials used. C. Qualifications Statements: 1. Submit qualifications for fabricator and erector. 1.4 QUALITY ASSURANCE A. Finish joints according to NOMMA Guideline 1. 1.5 QUALIFICATIONS A. Fabricator: Company specializing in fabricating products specified in this Section with minimum five years experience. COLLYER BOATHOUSE METAL RAILINGS 05 52 00-1 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 05 52 00 Ithaca, New York METAL RAILINGS B. Erector: Company specializing in performing Work of this Section with minimum five years experience and approved by fabricator. 1.6 EXISTING CONDITIONS A. Field Measurements: Verify field measurements prior to fabrication. Indicate field measurements on Shop Drawings. PART 2 PRODUCTS 2.1 MATERIALS A. Stainless Steel Railings: 1. Materials: a, Pipe: ASTM A312 (A312M), Grade TP 304. b. Plate: ASTM A167, Type 304 2. Finish railings to conform to NAAMM Metal Finishes Manual for recommendations relative to application and designations of finishes. a. Remove or blend tool and die marks, and stretch lines into finish. b. Grind and polish surfaces to produce uniform, directional textured polished finish indicated, free of cross scratches. Run grain with long dimension of each piece. c. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. 2.2 FABRICATION A. Fabricate complete components with joints tightly fitted and finished. B. Form simple and compound curves by bending pipe in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross section of pipe throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of pipe. C. Supply components required for anchorage of fabrications. D. Exterior Components: Continuously seal joined pieces by continuous welds. Drill condensate drainage holes at bottom of members at locations not encouraging water intrusion. E. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. PART 3 EXECUTION 3.1 EXAMINATION A. Section 01 70 00 - Execution and Closeout Requirements for installation examination. B. Verify that field conditions are acceptable and are ready to receive Work. COLLYER BOATHOUSE METAL RAILINGS 05 52 00-2 SEAWALL REPLACEMENT NOVEMBER 21, 2014 CORNELL UNIVERSITY SECTION 05 52 00 Ithaca, New York METAL RAILINGS 3.2 PREPARATION A. Section 01 70 00 - Execution and Closeout Requirements for installation preparation. B. Supply items required to be cast into concrete with setting templates to appropriate Sections. 3.3 INSTALLATION A. Install components plumb and level, accurately fitted, free from distortion or defects. B. Coordinate precise anchor hole locations with the General Contractor. Railing fabricator shall either perform the coring of anchorage holes or supervise the coring if performed by others for precise location. 3.4 TOLERANCES A. Maximum Variation from Plumb: 1/4 ". B. Maximum Offset from Alignment: 1/4 ". C. Maximum Out -of -Position 1/4 ". END OF SECTION COLLYER BOATHOUSE METAL RAILINGS 05 52 00-3 SEAWALL REPLACEMENT NOVEMBER 21, 2014