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HomeMy WebLinkAboutADA_BIDS_PART_2NOTICE INVITING BIDS Sealed bids may be received at the office of the City Clerk, 3300 Newport Boulevard, P. O. Box 1768, Newport Beach, CA 92659-1768 until 11:00 A.M. on the 1ST day of JUNE. 1994 at which time such bids shall be opened and read for READILY ACHIEVABLE AD A ALTERATIONS Title of Project 2934 Contract No. $12S,000 Engineer's Estimate Approved by the City Council this 9TH day of MAY , 1994 Wanda E. City 'Clerk Prospective bidders may obtain one set of bid documents at no cost at the office of the Public Works Department, 3300 Newport Boulevard, P. O. Box 1768, Newport Beach, CA 92659-1768. For further information, call Lloe Dalton at (714) 644-3311 Project Manager CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS READILY ACHIEVABLE ADA ALTERATIONS CONTRACT NO.2934 INDEX SECTION DESCRIPTION PAGE L SCOPE OF WORK 1 H. CONTRACTORS LICENSES AND PERMITS I III. TIME OF COMPLETION 1 IV. PRECONSTRUCTION MEETING, WORK SCHEDULE AND HOURS OF WORK 2 V. SHOP DRAWINGS AND SUBMITTALS 2 VI. LIQUIDATED DAMAGES 2 VH. PAYMENT 2 VIM CONTRACTOR'S ACCESS AND WORK AREAS 2 IX. WORKER'S VEHICLE PARKING 3 X. SECURITY, STORMS, VENTILATION AND NOISE DURING CONSTRUCTION 3 XL SUPPLEMENTAL SPECIFICATION AND PLANS 3 0 SP 1 of 3 CITY OF NEWPORT BEACH ' PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS READILY ACHIEVABLE ADA ALTERATIONS CONTRACT NO. 2934 I. SCOPE OF WORK The work to be done under this contract includes constructing alterations to facilities as 25 sites throughout the City of Newport Beach, and performing other incidental items of work as necessary to complete the work in place. All work necessary for the completion of this contract shall be done in accordance with (1) these Special ' Provisions and the drawings and specifications attached hereto, (2) the Uniform Building Code, 1991 Edition; (3) the Standard Special Provisions and Standard ' Drawings for Public Works Construction, 1991 Edition; Works and (4) the Standard Specifications for Public Construction, 1991 Edition, including Supplements. ' The Standard Special Provisions and Standard Drawings may be purchased at the Public Works Department for Ten Dollars ($10.00). The Standard Specifications may be from Building News, Inc., 3055 Overland purchased Avenue, Los Angeles, California 90034; telephone (213) 202-7775. II. CONTRACTORS LICENSES AND PERMITS L At the time of bid opening work, the Contractor shall Contractor "B" License. and until the completion of possess a General Building From the start and until the completion of work, the Contractor shall possess a Business License issued by the City of Newport Beach Finance Department. Prior to the start of work, the Contractor shall obtain no -cost Building, Electrical and Plumbing Permits issued by the City of Newport Beach Building Department. III. TIME OF COMPLETION ' The Contractor shall complete all construction within 75 consecutive calendar days after the start of on -site work or by September 10, 1994, whichever occurs first. ' To achieve this schedule without being assessed liquidated damages, the Contractor should consider constructing during extended work hours or on weekends as detailed below. SP 2 of 3 ' IV. PRECONSTRUCTION MEETING. WORK SCHEDULE AND HOURS OF WORK ' A preconstruction meeting will be set at the convenience of the Contractor. This meeting shall take ' place at least one week before the start of on -site construction, but not before the Contractor has provided all required shop drawings and submittals to the Engineer. 1 1 1 1 1 1 The Contractor shall submit a wr the preconstruction meeting. Sa be in sufficient detail to sl relationship of all activities project, including the hourly keep buildings functional during itten work schedule at id work schedule shall iow the chronological associated with the deadlines required to City workdays. Because of the remoteness of the work sites to residential property, the provisions of Section 10.28.040 of the Municipal Code shall not apply, and the Contractor will be permitted to construct at any time. V. SHOP DRAWINGS AND SUBMITTALS The Contractor shall provide three copies each of shop drawings and submittals for the Engineer's review and approval in accordance with Section 2-5.3 of the Standard Specifications. Shop drawings and submittals are required as described hereinafter and as listed in the Standard Specifications. VI. LIQUIDATED DAMAGES For each consecutive calendar day after September 10, 1994, as adjusted in accordance with Subsection 6.6 of the Standard Specifications, the Contractor shall pay to the City or have withheld from monies due the Contractor, the sum of $500.00 in lieu of the $250.00 specified in the Standard Specifications. VII. PAYMENT The lump sum price bid for each item of work shown in the proposal shall be considered as full compensation for labor, equipment, materials and all other things necessary to complete the work in place, and no additional allowance will be made therefor. L� t 1 1 SP 3 OF 3 VIII. CONTRACTOR'S ACCESS AND WORK AREAS Access to certain City buildings may be limited because of ongoing City business activity. The Engineer will make every attempt to provide the Contractor access to the buildings for off-loading construction materials and equipment, for construction, and for loading haul - away items. The Contractor may enclose work areas with a 6-foot minimum height chain link fence, if desired. The work areas shall contain all of the Contractor's materials, supplies, equipment, machinery, toilets, workbenches, etc. Only the Contractor's and worker's vehicles may be located outside of the work areas. IX. WORKER'S VEHICLE PARKING There are no special priorities for parking Contractor's or worker's vehicles at City sites. Since parking is congested at some sites, the Contractor shall monitor and control all vehicles associated with the work to assure that they are parked in locations approved by the Engineer. ' X. SECURITY STORMS, VENTILATION AND NOISE DURING CONSTRUCTION Whenever the Contractor removes an exterior door from a building, the Contractor shall provide, install and maintain security at that door, yet maintain access to the building. C The construction period has been established in an effort to permit work to be completed during the non - storm season. However, should an unseasonable storm occur when the Contractor is performing work on a building, the Contractor shall provide, install and maintain storm protection as needed to prevent wind and/or rain from entering that building. The Contractor shall provide, install and maintain any and all extraordinary measures necessary to supply uncontaminated fresh air and to mitigate construction noise whenever the Contractor is performing work on a building during City business hours. XI. SUPPLEMENTAL SPECIFICATIONS AND PLANS (see following pages) SUPPLEMENTAL SPECIFICATIONS Readily Achievable ADA Alterationns TABLE OF CONTENTS DIVISION 2 - SITEWORK 02200 Earthwork 1- 5 02514 Portland Cement Concrete Paving 1- 5 DIVISION 3 - CONCRETE 03200 Reinforcing Steel 1- 2 03300 Cast in Place Concrete 1- 3 DIVISION 4 - MASONRY (Not Used) DIVISION 5 - METALS 05720 Ornamental handrails and railings 1- 7 DIVISION 6 - WOOD AND PLASTICS 06200 Finish Carpentry 1- 2 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07900 Sealants 1-4 DIVISION 8 - DOORS AND WINDOWS 08410 Aluminum Entrances and Storefronts 1- 3 08700 Finish Hardware 1- 4 08800 Glass and Glazing 1- 3 DIVISION 9 - FINISHES 09250 Gypsum Drywall 1- 3 09650 Resilient Flooring 1- 6 09900 Painting 1- 6 DIVISION 10 - SPECIALTIES 10160 Toilet Partitions 1 - 2 10400 Identifying Devices 1 - 2 10800 Toilet and Bath Accessories 1 - 2 Contents Page 1 of 2 DIVISION 11 - EQUIPMENT (Not Used) DIVISION 12 - FURNISHINGS (Not Used) DIVISION 13 - SPECIAL CONSTRUCTION (Not Used) DIVISION 14 - CONVEYING SYSTEMS (Not Used) DIVISION 15 - MECHANICAL 15400 Plumbing DIVISION 16 - Not Used END OF TABLE OF CONTENTS 41 1- 6 Contents Page 2 of 2 I I 1 1 1 Fj SECTION 02200 - EARTHWORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: The extent of earthwork is.shown on drawings including: 1. Demolition and excavation for footings 2. Preparation of subgrade for walk and ramp slabs, walks, footings, landscape areas and pavements. 3. Filling and backfilling excavations. 1.03 OUALITY ASSURANCE: A. Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. 1.04 JOB CONDITIONS: A. Existing Utilities: Locate existing underground utilities -in areas of work. if utilities are to remain in place, provide adequate means of protection during earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult Engineer immediately for directions. Cooperate with Engineer and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of Engineer. B. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. ' PART2-PRODUCTS 2.01 SOIL MATERIALS: ' A. Definitions: 1. Satisfactory soil materials are defined as those complying with American Association of State Highway and Transportation Officials (AASHTO) M145, soil classification Groups A-1, A-2-4, A-2-5, and A-3. 1 02200 Page 1 of 5 IJ 2. Unsatisfactory soil materials are those defined in AASHTO M145 soil classification Groups A-2-6, A-2-7, A-4, A-5, A 6, and A-7; also, peavand other ' highly organic soils. 3. Subbase Material: Naturally or artificially graded mixture of natural, or crushed gravel, crushed stone, crushed slag, natural or crushed sand. ' 4. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2" in any dimension, debris, waste, vegetables and other , deterious matter. PART3-EXECUTION ' 3,01 EXCAVATION: Excavation consists of removal and disposal of material encountered when establishing required finish grade elevations. A. Earth excavation includes removal and disposal of pavements and other obstructions ' visible on ground surface, underground structures and utilities indicated to be demolished and removed, material of any classification indicated in data on subsurface conditions, and other materials encountered that are not classified as unauthorized excavation. ' B. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific direction of Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be at Contractor's expense. ' C. 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. D. 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. Maintain shoring and -bracing in excavations regardless of timeperiod excavations will be open. Carry down shoring and'bracing as excavation progresses. E. Dewatering: Prevent surface water and subsurface or ground water from flowing into ' excavations and from flooding project site and surrounding area. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and ' foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. Convey water removed from excavations and rain water to collecting or ' runoff areas. Establish and maintain temporary drainage ditches and other diversions 02200 , Page 2 of 5 ' t ' outside excavation limits for each structure. Do not use trench excavations as temporary ' drainage ditches. F. Material Storage: Stockpile satisfactory excavated materials where directed, until ' required for backfill or fill. Place, -grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Dispose of excess soil material and waste materials as herein specified. ' G. Excavation for Pavements: Cut surface under pavements to comply with cross - sections, elevations and grades as they exist on site new pavement shall be at the same elevations and no change in drainage shall occur. ' H. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Excavate trenches to depth indicated or required. Cary depth of trenches for piping to establish indicated ' flow lines and invert elevations. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations, pass within 18" of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent -footing. (Concrete -is -specified in Division-3.) Do not backfill trenches until tests and inspections have been made and backfilling authorized by Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. 3.02 COMPACTION: A. General: Control soil compaction during construction providing minimum percentage of density specified for each area classification. ' B. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum dry density for soils which exhibit a well- defined moisture density relationship determined in accordance with ASTM D 1557-78; and not ' less than the following percentages of relative density, determined in accordance with ASTM D 4253 and D 4254, for soils which will not exhibit a well-defined moisture - density relationship. ' C. Primary concern will be in providing a firm uniform base for the foundations and slabs. D. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry, soil material that is ' too wet to permit compaction to specified density. 3.03 BACKFILL AND FILL: A. General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. Native on site soils are acceptable as fill material. ' 02200 Page 3 of 5 , Import soil shall' meet the requirements for "satisfactory soil" as defined in these specifications. t 1. In excavations, use satisfactory excavated and reconditioned or borrow material. 2. Under walks, use subbase material, or satisfactory excavated or borrow ' material, or combination of both. B. Backfill excavations as promptly as work permits, but not until completion of the , following: 1. Acceptance of construction below finish grade including, where applicable, dampproofing, waterproofing, and perimeter insulation. ' 2. Inspection, testing, approval, and recording locations of underground utilities. C. Ground. Surface -Preparation: Remove vegetation, debris, unsatisfactory soil materials, ' obstructions, and deleterious materials from ground surface prior to placement of fills. Plow, strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less ' than that specified under "Compaction" for particular area classification, break up ground surface, pulverize, moisture condition to optimum moisture content, and compact to required depth and percentage of maximum density. , D. Placement and Compaction, Place backfill and fillmaterials in layers not more than 6" in loose depth for material compacted by heavy compaction equipment, and not more than 4" in loose depth for material compacted by hand operated tampers. Before compaction, ' moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each .area classification. Place backfill and fill materials evenly adjacent to structures, to , required elevations. Take care to prevent wedging action of backfill against structures by carrying material uniformly around structure to approximately same elevation in each lift. 3.04 GRADING: , A. General: Uniformly grade areas within limits of grading under this section, including ' adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. B. Grading Outside Building Lines: Grade areas adjacent to -building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: , 1. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 0,10' above or below required subgrade ' elevation. 02200 , Page 4 of 5 ' I 1 2. Pavements: Shape surface of areas under pavement to line, grade and cross- section, with finish surface not more than 1/2" above or below required subgrade elevation. C. Compaction: After grading, compact subgrade surfaces to the depth and percentage of maximum density for each area classification. 3.05 FIELD QUALITY CONTROL A. Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. Perform field density tests in accordance with ASTM'D 1556 (sand cone method) or ASTM D 2937 (drive cylinder method), or ASTM D 2922 (nuclear method). 1. Footing Subgrade: "Subsequent to footing excavations, conduct observations and/or tests, when applicable, to verify proper footing subgrade conditions. Subsequent verifications and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to the Engineer". 3.06 MAINTENANCE: ' A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and re-establish grades in settled, eroded, and rutted areas to specified tolerances. ' END OF SECTION 02200 Li 1 r I 1 02200 Page 5 of 5 ' SECTION 02514 - PORTLAND CEMENT CONCRETE PAVING PART1-GENERAL 1.01 RELATED DOCUMENTS: ' Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. ' 1.02 DESCRIPTION OF WORK: A. Extent of pordand cement concrete paving is shown on drawings, including curbs, gutters, walkways and ramps. B. Prepared subbase is specified in Section 02200. C. Concrete and related materials are specified in Section 03300. D. Joint fillers and sealers are specified in Section 07900. 1.03 OUALTI'Y ASSURANCE: ' A. Codes and Standards: Comply with local governing regulations if more stringent than herein specified. 1.04 SUBMITTALS: Furnish samples, manufacturer's product data, test reports, and materials' certifications as ' required in referenced sections for concrete and joint fillers and sealers. PART 2-PRODUCTS ' 2.01 MATERIALS: A. Forms: Steel, wood, or other suitable material of size and strength to resist movement ' during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of distortion and defects. Use flexible spring steel forms or laminated boards to form radius bends as required. Coat forms with a non -staining form release agent that will not discolor or deface surface of concrete. ' B. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 40. ' C. Concrete Materials: Comply with requirements of applicable Section 03200 sections for concrete materials, admixtures, bonding materials, curing materials, and others as required. ' D. Expansion Joint Materials: Comply with requirements of applicable Section 07900 for preformed expansion joint fillers and sealers. 02514 Page 1 of 5 1 I E. Liquid -Membrane Forming Curing Compound: Complying with ASTM C 309, Type I, Class A unless other type acceptable to Engineer. Moisture loss not more than 0.055 gr./sq. cm. when applied at 200 sq. ft./gal. F. Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type. 2,02 CONCRETE MIX, DESIGN AND TESTING: Comply with requirements of applicable sections in 03300 for concrete mix design, sampling and testing, and quality control, and as herein specified. Design mix to product normal -weight concrete consisting of portland cement, aggregate, water - reducing or high -range water -reducing admixture (super -plasticizer), air -entraining admixture and water to produce the following properties: Compressive Strength: 2000 psi, minimum at 28 days, unless otherwise indicated. Slump Range: 6" for concrete containing HRWR admixture (super -plasticizer); 3" for other concrete. PART 3 - EXECUTION 3.01 SURFACE PREPARATION: Remove loose material from compacted subbase surface immediately before placing concrete. Proof -roll prepared subbase surface to check for unstable areas and need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. 3.02 FORM CONSTRUCTION: Set forms to required grades and lines, rigidly braced and secured. Install sufficient quantity of forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. Check completed formwork for grade and alignment to following tolerances: Top of forms not more than 1/8" in 10'. Vertical face on longitudinal axis, not more than 1/4" in 101. Clean forms after each use, and coat with form release agent as often as required to ensure separation from concrete without damage. 3,03 REINFORCEMENT: Locate, place and support reinforcement as specified in Sections 03200 and 03300, unless otherwise indicated. 02514 Page 2 of 5 1 I I I I I 3.04 CONCRETE PLACEMENT: ' A. General: Comply with requirements of Sections 03200 and 03300, for mixing and placing concrete, and as herein specified. ' B. Do not place concrete until subbase and.forms have been checked for line and grade. moisten subbase if required to provide a uniform dampened condition at time concrete is ' placed. Do not place concrete around manholes or other structures until they are at required finish elevation and. alignment. C. Place concrete using methods which prevent segregation of mix. Consolidate concrete ' along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels for hand -spreading and consolidation. Consolidate with care to prevent dislocation of ' reinforcing, dowels, and joint devices. Use bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. ' Deposit and spread concrete in a continuous operation between transverse joints, as far as possible. If interrupted for more than 1/2-hour, place a construction joint. ' 3.05 JOINTS: A. General: Construct expansion, weakened -plane and construction joints true -to -line with face perpendicular to surface of concrete. Construct transverse joints at right angles to the centerline, unless otherwise indicated. 1. Spacing of joints shall be installed to provide concrete areas as square as possible. Spacing of additional joints shall not exceed 12 feet in the greatest dimension. 2. When joining existing structures, place transverse joints to align with previously placed joints, unless otherwise indicated. B. Weakened -Plane (Contraction) Joints: Provide weakened -plane (contraction) joints, sectioning concrete into areas as required to prevent cracking. Construct weakened -plane joints for a depth equal to at least 1/4 concrete thickness, as follows: 1. Tooled Joints: Form weakened -plane joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a Jointer. 2. Sawed Joints: Form weakened -plans joints using powered saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. 02514 Page 3 of 5 r C. Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for a period of more than 1/2-hour, except where such placements terminate at expansion joints. 1. Construct joints as shown or, if notshown, use standard metal keyway -section forms. 2. Where load transfer -slip dowel devices are used, install so that one end of each dowel bar is free to move. D. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks and other fixed objects, unless otherwise indicated. Extend joint fillers full -width and depth of joint, and not less than 1/2" or more than 1" below finished surface where joint sealer is indicated. if no joint sealer, place top of joint filler flush with finished concrete surface. Furnish joint fillers in one-piece lengths for full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections together. Protect top edge of joint filler during concrete placement with a metal, cap or other temporary material. Remove protection after concrete has been placed on both sides of joint. C. Fillers and Sealants: Comply with requirements of Section 07900 for preparation of joints, materials, installation, and performance. 3,06 CONCRETE FINISHING: After striking -off and consolidating concrete, smooth surface by screeding and floating. Use hand methods only where mechanical floating is not possible. Adjust floating to compact surface and produce uniform texture. After floating, test surface for trueness with a 10' straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and round to 1/2"'radius, unless otherwise indicated. Eliminate tool marks on concrete surface. After completion of floating and.troweling when excess moisture or surface sheen has disappeared, complete surface finishing, as follows: A. Finish "Broom Finish": Finish by drawing a fine -hair broom across concrete surface, perpendicular to line of traffic. Repeat operation if required to provide a fine line texture acceptable to Engineer. 1. Walks: Soft Broom. 2. Table Pads: Soft Broom. 11 H I H H i 1 02514 ' Page 4 of 5 I 3. Drinking Fountain Pads: Soft Broom. ' On inclined slab surfaces, provide a coarse, non -slip finish by scoring surface with a stiff -bristled broom, perpendicular to line of traffic. 3.07 CURING: Protect and cure finished concrete paving, complying with applicable requirements of Section ' 03200 ans 03300. Use membrane -forming curing and sealing compound or approved moist - curing methods. 3.08 REPAIRS AND PROTECTIONS_ ' A. Repair or replace broken or defective concrete, as directed •by Engineer. ' B. Drill test cores where directed by Engineer, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with portland cement concrete bonded to pavement with epoxy adhesive. ' C. Protect concrete from damage until acceptance of work. Exclude traffic form pavement for at least 14 days, after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of ' materials as they occur. Sweep concrete pavement and wash free of stains, discolorations, dirt and other foreign material just prior to final inspection. END OF SECTION 02514 F 02514 Page 5 of 5 I 1 I SECTION 03200 - REINFORCING STEEL PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the ,Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION: Provide steel reinforcing as required in the contract drawings and specifications. 1.03 OUALITY ASSURANCE: A. Materials, fabrication and installation shall comply with latest primed recommendations of Concrete Reinforcing Steel Institute (CRSI). B. Testing Laboratory shall perform test on all reinforcing materials in accordance with American Society for Testing and Materials. C. Certification that tests have been performed and materials comply with test standards shall be sent to the Engineer. D. No materials shall be used on the project that do not conform to the requirements of these specifications. 2.01 MATERIALS: A. Reinforcing Bars: ASTM A 615 Grade Concrete Grade 60 Deformed and Masonry Grade 40 Deformed B. Welded Wire Fabric: ASTM A 185,6 x 6 -10 x 10 W WF. Furnish in flat sheet, not rolls. C. Tie Wires: Annealed steel,16 1/2 Gage minimum. 1. Bar Supports and spacing of same shall be per recommendations set forth in Chapter 3 of the CRSI Manual. 2. For slabs -on -grade use supports with sand plates or horizontal runners where base materials will not support chair legs. 3.01 FABRICATION OF REINFORCING BARS: A. Bending and Forming: Fabricate bars of the indicated sizes and bend and form to required shapes and lengths by methods not injurious to materials. Do not heat. 03200 Page 1 of 2 I �J reinforcement for bending. Bars with unscheduled kinks or bends are subject to rejection. ' Use tested and approved bar materials. ' 3.02 INSTALLATION OF REINFORCING: A. All installations shall be performed in accordance with written standards of the ' "Concrete Reinforcing Steel Institute". B. Provide,additionalbars absleeves and openings as required to properly reinforce ' concrete whether specifically shown on drawing or not. C. Positioning and clearances per tolerance given in "American Concrete Institute" (ACI ' 318) Standards. 3.03 SUPERVISION: Perform all work of this Section under supervision of experienced and capable superintendent. ' He shall assure that materials and installation complies with Contract documents, CRSI and ASTM. ' END OF SECTION 03200 t I 1 I 03200 ' Page 2 of 2 ' I t 1 1 I 1 I 1 SECTION 03300 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Socifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Extent of cast -in -place concrete shall include structure and paving portland cement concrete as indicated on drawings and specified herein. 1.03 OUALITY ASSURANCE: Codes and Standards: Comply with provisions of the following: A. ACI 301 "Specifications for Structural Concrete for Buildings". B. ACI 318 'Building Code Requirements for Reinforcing Concrete". C. Uniform Building Code. (1985 Edition) PART 2-PRODUCTS A. Concrete Materials: 1. Portland Cement: ASTM C 150, Type I or Type II unless otherwise acceptable to Engineer. 2. Normal Weight Aggregates: ASTM C 33, and as herein specified. Provide aggregates from a single source for exposed concrete. 3. Water: Potable. 4. Air -Entraining Admixture ASTM C-260: E. Curing Compound: Shall be compound that contains no wax, paraffins or oils. Compound shall not inhibit any further treatment of the concrete surfaces. F. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. 1. Submit written report to Engineer for each proposed concrete mix at'least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to Engineer. 03300 Page 1 of 3 2. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Engineers. 3. Use air -entraining admixture: "Air -Entraining admixture in concrete may be required at the option of the Engineer". G. Ready Mix Concrete: Comply with requirements of ASTM C 94, and as herein specified. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C 94 may be required. 3.02 REINFORCING: Refer to Section 03200 'Reinforcing Steel". A. Under concrete paving (exterior), use sub -base material or satisfactory excavated or borrow material. 3.04 INSTALLATION OF EMBEDDED ITEMS: A. General: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of items to be attached thereto. 1. Table Anchor Bolts 2. Drinking Fountain Anchor Bolts 3.05 CONCRETE PLACEMENT: A. Concrete Placement: Comply with ACI, planning concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. B. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. 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 306. 2. In hot weather comply with ACI 305. r 1I I 0 LJ J I I 03300 Page 2 of 3 ' I H 3 06 CONCRETE CURING AND PROTECTION: ' A. General: Protect freshly placed concrete from pre -mature drying and excessive cold or hot temperatures. Start initial curing as soon as free water has disappeared from concrete ' surface after placing and finishing. Begin final curing procedures immediately following initial curing and before concrete has dried. B. Curing Methods: Perform curing of concrete by moist curing, by moisture retaining ' cover curing, by membrane curing, and by combinations thereof. Continue final curing for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying 'at end of final curing period. ' 3.09 PROTECTION ON CONCRETE A. Concrete surfaces exposed -to -view must be protected from damage, marring and ' deterioration during construction. Contract shall cover or provide other means of protection to concrete surfaces. ' END OF SECTION 03300 F 1 1 E 03300 Page 3 of 3 I 1 SECTION 05720 - ORNAMENTAL HANDRAILS AND RAILINGS ' PART1-GENERAL 1.01 RELATED DOCUMENTS: ' Drawings and general provisions of the Contract, including the Standard SMcifications for Public Works Construction, apply to work of this section. ' 1.02 SUMMARY: ' Provide metal handrail fabrications as indicated, specified and required. A. Work In This Section: Principal items include: ' 1. Railings and Supports 2. All other miscellaneous metal fabrications required to complete the work. ' 3. Patching and repair of existing areas -where handrails are to be removed. 1.03 DEFINITIONS: A. Reference Standards: Conform to the following as applicable: ' 1. ASTM E 985 for railing -related terms apply to this section 2. AA "Specifications for Aluminum Structures". ' 1.04 SYSTEM PERFORMANCE REQUIREMENTS: A. Handrail and railing systems to withstand structural loads as required by current code ' requirements at the time of fabrication. Allowable design working stresses of railing materials shall be based on the following: 1. AA "Specifications for Aluminum Structures". B. Structural Performance of Handrails and Railing Systems: Fabricate and install handrails and railing systems to comply with requirements of ASTM E 985 for structural ' performance based on the following: 1. Testing performed in accordance with ASTM E 894 and ASTM E 935. ' C. Design criteria shall conform to the following 1991 UBC requirements: of ' 1. 200# concentrated load. 2. 50#/linear foot for uniform loading. ' 05720 Page 1 of 7 I I D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulation metals and other materials from direct contact with incompatible materials. ' E. Thermal Movements: Allow for thermal movement resulting from the following maximum change (range) i ambient temperature in the design, fabrication, and installation ' of handrails and railings to prevent buckling, opening of joints, and over stressing of components, connections, and other detrimental effects. Base design calculations on actual surface temperatures of materials due to both solar heat gain and nighttime sky heat ' loss. 1.05 SUBMITTALS: Submit the following in accordance with Conditions of Contract and the Standard SQgcifications , for Public Works Construction: A. Shop Drawings: Submit Shop Drawings fully detailing all Work of this Section, ' including plans, elevations, sections, details of components, and attachments to other units of work. B. Samples for initial selection purposes in form of manufacturer's color charts showing full range of colors available for those units with factory applied color finishes. C. Samples for verification purposes of each type of exposed finish required, prepared on components indicated below that are of the same thickness and metal indicated for final unit of work. where finishes involve normal color and texture variations, include sample ' sets showing full range of variations expected. 1. 6" long sections of each distinctly different linear railing members. 2. Fittings and Brackets. 1.06 QUALITY ASSURANCE: ' A. Single Source Responsibility: Obtain handrails and railing systems of each type and material from a single manufacturer. 1.07 STORAGE: A. Store handrails and railing systems in clean, dry, location, away from uncured ' concrete -and masonry, protected against damage of any kind. Cover with waterproof ,paper, tarpaulin, or polyethylene sheeting; allow for air circulation inside the covering. 1.08 PROJECT CONDITIONS: ' A. Field Measurements: Where handrails and railings are indicated to fit to other construction, ' check actual dimensions of other construction by accurate field measurements before fabrication; 05720 Page 2 of 7 I� u n I LI u t 1 show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of work. 1.09 SEOUENCE AND SCHEDULING: A. Sequence and coordinate installation of wall handrails as follows: 1. Mount handrails only on completed walls. Do not support handrails temporarily by and means not satisfying structural performance requirements. PART2-PRODUCTS 2.01 MANUFACTURERS: A. Manufacturer: Subject to compliance with requirements, provide handrails and railing systems of one of the following, or equal: 1. Blum: Julius Blum & Co. 2. Blumcraft of Pittsburgh 3. Crane Veyor Corp. (South El Monte) 2.02 METALS: General: provide metal forms and types that comply with requirements of referenced standards and that are free from surface blemishes where exposed to view in the finished unit. Exposed -to - view surfaces exhibiting pitting, seam marks, roller marks, stains, discoloration, of other imperfection on finished units are not acceptable. A. Aluminum: Allow and temper recommended by aluminum producer and finisher for type of use and finish indicated and with not less than the strength and durability properties of the alloy and temper designated below for each aluminum form required. 1. Extruded Bar and Shapes: ASTM B 221, 6063-T5/T52 2. Extruded Pipe and Tube: ASTM B 429, 6063-T5/T52 3. Drawn Seamless Tube: ASTM B 483, 6063-T832 4. Plate and Sheet: ASTM B 209, 6061-T6 5. Die and Hand Forgings: ASTM B 247, 6061-T6 6. Castings: ASTM B 26, 356-T6 05720 Page 3 of 7 I 2.02 FASTENERS: A. Fasteners for Anchoring Railings to Other Construction: Select fasteners for the type, , grade, and class required to produce connections that are suitable for anchoring railing to other types of construction indicated and capable of withstanding design loadings. ' 1. Provide fasteners fabricated from type 304 stainless steel. 2. Review existing railings and match as closely as possible the size and type to , allow minimal patching and repair of existing finished surfaces. B. Fasteners for Interconnecting railing components: use stainless steel fasteners unless ' otherwise indicated. Do not use metals that are corrosive or incompatible with materials joined. 1. Provide concealed fasteners for interconnection.of handrail and railing components and for their attachment to other work, except where otherwise indicated. ' 2.03 FABRICATION: Fabricate handrails and railing systems to comply with requirements indicated for design, ' dimensions, details, finish, and member sizes, including wall thickness of hollow members, post spacings, and anchorage, but not less than that required to support structural loads. A. Pre -assemble railing systems in shop to greatest extent possible to minimize field ' splicing and assembly. Disassemble units only as necessary for shipping and,handiing limitations. Clearly mark units for re -assembly and coordinated installation. Use ' connections that maintain structural value of joined pieces. Clearly mark units for re- assembly and coordinated installation. B. Form changes in direction of railing members as follows: , 1. By insertion of prefabricated elbow fittings. 2. By radius bends of radius indicated of required. ' 3. By mitering at elbow ends. 4. By bending. 5. By any method indicated above, applicable to change of direction involved. , C. Nonwelded Connections: Fabricate railing systems and handrails for connection of ' members by means of railing manufacturer's standard concealed mechanical fasteners and 05720 ' Page 4 of 7 ' I I I fittings unless otherwise indicated. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. 1. fabricate splice joints for field connection using structural epoxy adhesive where this represents manufacturer's standard splicing method. D. Brackets, Flanges, Fittings, and Anchors: Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors for connection of handrail and railing members to other construction. E. Provide inserts and other anchorage devices for connecting handrails and railing systems to concrete of masonry. work. Fabricate anchorage devices capable of withstanding loadings imposed by handrails and railing systems. Coordinate anchorage devices with supporting structure. ' F. For handrails that are exposed to exterior or to moisture from condensation or other sources, provide weep holes or other means for evacuation of entrapped water in hollow sections of railing members. f1 1 'J G. Fabricate joints that will be exposed to weather in a manner to exclude water. H. Close exposed ends of handrail and railing members by use of manufacturer's standard prefabricated fittings. I. Provide wall returns at ends of wall mounted handrails, unless otherwise indicated. Close ends of returns unless clearance between end of railing and wall is 1/4" or less. 2.04 FINISHES. GENERAL: A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. B. Protect mechanical finishes on exposed surfaces from damage by application of strippable, temporary protective covering prior to shipment. C. Variations in appearance of abutting or adjacent pieces are not acceptable if they are within 1/2 of the range of approved samples. Noticeable variations in the same.piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved samples and they are assembled of installed to minimize contrast. 2.05 ALUMINUM FINISHES: A. Finish designations prefixed by "AA" conform to the system established by the aluminum Association for designating aluminum finishes. B. Class I Color Anodized Finish: AA-M12C22A42/A34 (Mechanical Finish: as fabricated, nonspecular; chemical finish: etched, medium matte; Anodic coating: Class I 05720 Page 5 of 7 t Architectural, film thicker than .07 mil with integral color or electrolytically deposited ' color) complying with AAMA 606.1 or 608.1. Color: Medium Bronze (match existing handrail system). , PART3-EXECUTION , 3.01 PREPARATION: A. Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and miscellaneous items having integral anchors, that are to be imbedded in concrete as masonry construction. Coordinate delivery of such items to project site. 3.02 INSTALLATION, GENERAL: A. Fit exposed connections accurately together to form fight, hairline joints. ' B. Cutting, Fitting, and Placement: Perform cutting, drilling and fitting required for installation of handrails and railings. Set handrails and railings accurately in location, , alignment, and elevation, measured from established lines and levels and free from reck. C. Do not weld, cut, or abrade surfaces of handrails and railing components that have , been coated or finished after fabrication and are intended for field connection by mechanical or other means without further cutting or fitting. D. Set posts plumb within a tolerance of 1/4" in 12 feet. ' E. Align rails so that variations from level for horizontal members, and from parallel with rake of steps and ramps for sloping members domot exceed 1/4" in 12 feet. ' F. Adjust handrails and railing systems prior to anchoring to ensure matching alignment at abutting joints. Space posts at interval indicated but not less than required by structural ' loads. G. Fastening to In -Place Construction: Use anchorage devices and, fasteners where necessary for securing handrails and railings to in -place construction. 3.03 RAILING CONNECTIONS: , A. Nonwelded Connections: Use manufacturer's standard mechanical or adhesive joints for permanently connecting railing components. Use wood blocks and padding to prevent damage to railing members and fittings. sealrecessed holes of exposed locking screws ' using plastic filler cement colored to match finish of handrails and railing systems. 05720 , Page 6 of 7 ' 3 04 ATTACHMENT OF HANDRAILS TO WALLS: ' A. Attach handrails to wall with wall brackets.and.endfittings. _Provide bracket with -not less than 1 1/2" clearance from inside face of handrail and finished wall surface. See current "ADA" (Americans with Disabilities Act) Guidelines. ' B. Locate brackets as indicated, or if not indicated, at spacing required to support structural loads, see 1.04. 1 C. Secure wall brackets and wall return fittings to building construction as follows: 1. Use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt. 2. For concrete and solid masonry anchorage, use drilled -in expansion shield and either concealed hanger bolt or exposed lag bolt as applicable. 3. For wood partitions, use lag bolts set securely into existing studs or wood backing between studs. 4. For steel framed gypsum board assemblies, fasten brackets directly to steel framing of concealed anchors using self -tapping screws of size and type required to support structural loads, SEE 1.04. 3.05 ADJUSTMENT: A. Clean the following metals by washing thoroughly with clean water and soap, follow by rinsing with clean water. 1. Aluminum 3.06 PROTECTION: A. Protect finishes of railing systems and handrails from damage during construction period by use of temporary protective coverings approved by railing manufacturer. .Remove protective covering at time of substantial completion. B. Restore finishes damaged during installation and construction period so that no evidence remains of correction work. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit or provide new units. END OF SECTION 05720 05720 Page 7 of 7 I [_l [J I I 1 1 E ,SECTION 06200 - FINISH CARPENTRY PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Spec cations for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Definition: Finish carpentry includes carpentry work which is exposed to view, is non-structural, and which is not specified as part of other sections. 1.03 SUBMITTALS: A. Shop Drawings: Submit shop drawings showing dimensioned plans and elevations, large scale details, attachment devices and other components. 1.04 PRODUCT DELIVERY STORAGE AND HANDLING. A. Protect finish carpentry materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. 1.05 JOB CONDITIONS: A. Conditioning: Installer shall advise Contractor of temperature and humidity, requirements for finish carpentry installation areas. Do not install finish carpentry until required temperature and relative humidity conditions have been stabilized and will be maintained in installation areas. PART 2-PRODUCTS 2.01 WOOD PRODUCT OUALITY STANDARDS: A. Softwood Lumber Standards: Comply with PS 20 and with applicable grading rules of the respective grading and inspecting agency for the species and product indicated. B. Plywood Standard: Comply with PS VANSI A199.1. C. Hardwood Lumber Standard: Comply with National Hardwood Lumber Association (NHLA) rules. D. Woodworking Standard: Where indicated for a specific product comply with specified provision of the following: 1. Woodwork Institute of California (WIC) "Manual of Millwork". 06200 Page 1 of 3 I 2.02 MATERIALS: A. General: 1. Net sizes are indicated. Provide dressed or worked and dressed lumber, as applicable, manufactured to the actual sizes as required by PS 20 or to actual sizes and patterns as shown, unless otherwise indicated. 2. Moisture Content of Softwood Lumber: Provide seasoned (KD) lumber having a moisture content from time of manufacture until time of installation not greater than values required by the applicable grading rules of the respective grading and inspecting agency for'the species and product indicated. 3. Kiln -dry wood after treatment to a maximum moisture content of 15% for plywood, 19% for lumber. 4. Inspect each piece of lumber and plywood or each unit of finish carpentry after drying; do not use twisted, warped, bowed or otherwise damaged or defective wood. PART3-EXECUTION 3.01 INSTALLATION: A. Discard units of material which are unsound, warped,bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of optimum jointing arrangements, or which are of defective manufacturer with respect to surfaces, sizes or patterns, B. Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'0" for plumb and level counter tops; and with 1/16" maximum offset in flush adjoining 1/8" maximum offsets in revealed adjoining surfaces. C. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. D. Anchor finish carpentry work to anchorage devices or blocking built-in or directly attached to substrates. Secure to grounds, stripping and blocking with counter- sunk, concealed fasteners and blind nailing as required for a complete installation. Except where prefinished matching fasteners heads are required, use fine finishing nails for exposed nailings, countersunk and filled flush with finished surface, and matching'final finish where transparent is indicated. I I 1 r �l I I 7 06200 ' Page 2 of 3 I 3 02 ADJUSTMENT CLEANING FINISHING AND PROTECTION: ' A. Repair damaged and defective finish carpentry work wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. B. Clean finish carpentry work on exposed and semi-exposedsurfaces. Touch-up shop - applied finishes to restore damaged or soiled areas. iI [1 1 1 1 1 I 1 C. Protection: Installer of finish carpentry work shall advise Contractor of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance. END OF SECTION 06200 I SECTION 07900 - SEALANTS PART 1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Socifications for Public Works Construction, apply to work of this section. ' 1.02 DESCRIPTION OF WORK: A. This Section contains specifications pertaining to all weather -sealing and caulking ' throughout the project unless specified otherwise, and becomes a, part of all sections containing reference to this Section, or where materials of the types specified in this Section are required by the drawings. II t I B. The work includes caulking and sealing of openings and joints indicated, specified, and required to make entire building weatherproof and watertight. C. Specific requirements contained in the various-trade.sections making reference to this Section supersede general or conflicting requirements herein. 1.03 GENERAL REOUIREMENTS: A. Warranty: Provide written warranty for all caulking and sealants against all defects of material for five years and defects of application for a period of two years after date of acceptance. All failures that may occur within the warranty period, due to defective application or materials, upon written notification of such failure, shall be repaired or replaced with proper materials and labor, at no additional cost to the City. B. Submit to the Engineer samples of the various types (and colors where applicable) of materials specified, prior to delivery of materials to the job and the portions of the work for which the materials are intended. C. Deliver materials to the job in original unopened containers bearing manufacturer's name, product designation and date of manufacture. Products upon which the shelf date has expired shall not be permitted on the job. D. Install -materials specified herein in compliance with manufacturer's instructions. Send copies of manufacturer's instructions to Engineer at least 2 weeks before application. PART 2-PRODUCTS 2.01 MATERIALS: Use sealants of the following types. Unless specified or directed otherwise, use materials to match color of adjacent materials. Where adjacent materials on each side of the joint are different 07900 Page 1 of 4 colors, the Engineer will select sealant colors. If the desired color is not available from one manufacturer, select proper color from another manufacturer. A. Joint Conditions: 1. Joints between metal frame and masonry. Sealant (#2). 2. Expansion and control joints. Sealant (0). 3. Exterior sills, jambs, and heads of window frames, door frames, louvers and similar openings. and where metal, wood or other materials abut or join, plaster or each other, shall have sealant applied around their perimeters. Sealant (#2). 4. Other exterior joints as indicated or shown. Sealant (#1), 02) or (0). B. Sealants: 1. Sealant #1 shall be a three-part polyepoxide urethane sealant meeting Federal Specification TT-S-00227E, Class A, Type II, such as Tremco Dymeric, as manufactured by Tremco Incorporated, Cleveland, Ohio, or equal. 2. Sealant #2 shall be a one -part solvent cure acrylic sealant meeting Federal Specification TT-S-230, such as Tremco Mono, as manufactured by Tremco Incorporated, Cleveland, Ohio, or equal. 3. Sealant #3 shall be a two-part chemically curing polyurethane meeting Federal Specification TT-S-00227E, Class A, Type I, (Self -Leveling) or Class A, Type II (Non -Sag), such as THC-900/901, as manufactured by Tremco Incorporated, Cleveland, Ohio, or equal. C. Primer for sealants shall be as recommended by sealant manufacturer. D. Joint filler for sealant shall be a closed cell, non -absorbent, non -staining material such as Ethafoam as manufactured by Dow. E. Bond breakers shall be as recommended by sealant manufacturer. F. Materials shall be delivered to the job in sealed containers with manufacturer's original labels attached. Materials shall be used according.to manufacturer's printed instructions. Color of all sealants shall be as selected by the -Engineer from manufacturer's standard colors. PART 3 - EXECUTION 1 C 77 07900 ' Page 2 of 4 , I 1 ' 3.01 MANUFACTURER'S INSPECTION: ' A. Provide sealant manufacturer's inspection of conditions prior to start of the work and initial supervision at the start of each application, in order to insure that any physical conditions which would result in defective work are properly corrected before materials ' are applied, that properly instructed personnel are available to do the work, and that proper procedures are being followed. Provide such inspection and supervision by qualified personnel. Report all unsatisfactory conditions existing at the time of inspection in writing ' to the Contractor for correction before proceeding with the work. B. Notify the manufacturer or distributor at least 72-hours prior to the time inspection is required. ' 3.02 PREPARATION: ' A. Joints and surfaces which are to be caulked or sealed shall be clean, dry and free of dust, loose mortar and other foreign materials. ' B. Clean Ferrous metals of all rust, mill scale and coatings by wire brush, grinding or sandblasting. Remove oil, grease -and/or temporary protective.coatings with high performance cleaners, as approved by sealant manufacturer, such as Tremco #200 Cleaner. ' C. Joint dimensions for sealant should be reviewed and installed in accordance with sealant manufacturer's printed instructions. In no case should the sealant application be ' less than 1/4 inch wide, and 1/4 inch deep, except in specific metal -to -metal curtain wall applications, and then as recommended by the sealant manufacturer. Joint depth, for Sealants #1, #2 and #3, shall not exceed its width for joints ranging from ' 1/4 inch to 1/2 inch wide. For joints over 1/2 wide, the depth of sealant shall be no more than 1/2 to 5/8 inch. ' D. Masonry joint surfaces shall be wire brushed, then air -blown clean. The joint interface must be free of form release agents or chemical retarders which may interfere with sealant adhesion and performance. ' E. Sealants shall not be applied to masonry joints where a water repellent or masonry preservative has been applied prior to caulking. Waterproofing treatments should be applied after caulking. ' F. Do not caulk joints until they are in compliance with requirements of the approved manufacturer of the materials, the details as shown on the drawings, and the specific ' requirements of other sections of the specification. 07900 Page 3 of 4 3,03 APPLICATION: S Install joint backing with a blunt instrument so as not to puncture the surface skin. Size of joint backing should be determined by taking the joint width and adding 25% to assure proper compression of backing rod. . B. Apply sealant with.a caulking gun; using proper nozzles. Use sufficient pressure to properly fill, the joints with sealant to the back-up material. C. After joints have been completely filled, they shall.be neatly tooled to eliminate air pockets or voids, and to provide a smooth, neat appearing finish in intimate contact with interfaces and without lapping over onto exposed finished faces. After tooling, surface of sealant shall be free of ridges, wrinkles, sags, air pockets and embedded impurities. D. Immediately clean adjacent materials which have been soiled; leave work in a neat, clean condition. E. Major authorities recommend a 40OF minimum application temperature for joint sealing installations because of the possibility of moisture and/or frost contamination on sealing surfaces. However, it is recognized that applications must be made at lower temperatures. When this is necessary, steps must be taken to assure clean, dry, frost -free surfaces, and must be approved by the Contractor. 3.04 WORKMANSHIP: Workmanship shall be of the highest quality in accordance with the best practice and in strict compliance with the recommendations of the manufacturer of the materials being used. The Contractor shall be prepared to show evidence of workmanship of jobs at least three years old. END OF SECTION 07900 LJ r 07900 ' Page 4 of 4 ' SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS ' PART 1 - GENERAL ' 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. ' 1.02 DESCRIPTION OF WORK: ' A. Extent of aluminum entrances and storefronts is indicated on -drawings and schedule. B. Types of aluminum entrances and storefronts required include the following: 1. Exterior entrance doors. 2. Storefront type framing system. ' C. Glazing: Refer to "Glass and Glazing" Section 08800 for glazing requirements for aluminum entrances and storefronts, including doors specified herein, to be factory pre - glazed. D. Mortise lock cylinders are specified in Section 08700 hardware section. ' 1.03 OUALITY ASSURANCE: Drawings are based on one manufacturer's standard aluminum entrance and storefront system. ' Another standard system of a similar and equivalent nature will be acceptable when differences do not materially detract from design concept or intended performances, as judged solely by Engineer. ' 1.04 WARRANTY: Provide manufacturer and install warranty for material free of defects and workmanship for a ' period of one year from date of projects substantial completion. 1.05 SUBMITTALS: ' A. Product Data: Submit manufacturer's specifications, standard details, and installation recommendations for components of aluminum entrances and storefronts required for ' project, including test reports certifying that products have been tested and comply with performance requirements. B. Shop Drawings: Submit shop drawings for fabrication and installation of aluminum entrances and storefronts, including elevations, detail sections of typical composite members, hardware mounting heights, anchorages, reinforcement, expansion provisions, and glazing. ' 08410 ' Page 1 of 3 I PART 2-PRODUCTS ' 2.01 ALUMINUM ENTRANCES: A. Aluminum entrance shall be KAWNEER swing door No.190 Door as manufactured ' by KAWNEER COMPANY, INC 1. Finish: All exposed.framing surfaces shall be free of scratches and other serious blemishes. Color shall be anodized to match existing finishes, , 2. Hardware for entrance doors and frame shall be as follows unless otherwise noted on drawings: , a. Pivots: Single acting, top and bottom center pivot for use with concealed overhead closer. ' b. Locks: Cylinders specified under Section 08700 - Finish Hardware. c. Closers: Manufacturer standard, concealed overhead -closer. , d. Exit Devices: Not Required. , f. Threshold: Pemko 3. Balance of hardware provided under Section 08700. , 2.02 ALUMINUM STOREFRONTS: A. Aluminum storefronts shall be TRIFAB 450 Framing System Series 450 for 1/4" ' glazing as manufactured by Kawneer. Company, Inc. 1. Finish: All exposed framing surfaces shall be free of scratches and other , serious blemishes. Color shall be anodized to match existing finishes. 2. Fabrication: The framing system shall provide for flush glazing on all sides with no projecting stops. Entrance framing members shall be compatible with , glass framing in appearance. All single acting entrance frames shall include the Sealair positive weathering barrier. , PART3-EXECUTION 3.01 PREPARATION: , A. Field Measurement: Take field measurements prior to preparation of shop drawings and fabrication, to ensure proper fitting of work , 08410 , Page 2 of 3 , I 1 IF 1 1J n L_J 3.02 INSTALLATION: A. Comply with manufacturer's instructions and recommendations for installation of aluminum entrances and storefronts. B. Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Anchor securely in place, separating aluminum and other corrodible metal surfaces from sources of corrosion of electrolytic action at points of contact with other materials. C. Drill and tap frames and doors and apply surface mounted hardware items, complying with hardware manufacturer's instructions and template requirements. Use concealed fasteners wherever possible. D. Set sill members and other members in bed of sealant as indicated, or with joint fillers or gaskets as indicated to provide weather tight construction. Comply with requirements of Section 07900 for sealants, fillers, and gaskets. E. Refer to "Glass and Glazing" Section 08800 for installation of glass and other panels indicated to be glazed into doors and framing, and not pre -glazed by -manufacturer._ 3 04 ADJUST AND CLEAN: A. Adjust operating hardware to function properly, without binding, and to prevent tight fit at contact points and weather stripping. B. Clean completed system, inside and out, promptly after erection and installation of glass and sealants. Remove excess glazing and joint sealants, dirt, and other substances from aluminum surfaces. C. Institute protective measures and other precautions required to assure that aluminum entrances and storefronts will be without damage or deterioration,other than normal weathering, at time of acceptance. END OF SECTION 08410 08410 Page 3 of 3 11 SECTION 08700 - FINISH HARDWARE PART1-GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of'the•Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. ' 1.02 DESCRIPTION OF WORK: Definition: "Finish Hardware" includes items known commercially which are required for swing ' doors, except special types of unique and non -matching hardware specified in the same section as the door and door frame. Types of items in this section include (but are not necessarily limited to): ' 1. Hinges 2. Lock cylinders and key 3. Lock and latch sets ' 4. Bolts 5. Closers 6. Fasteners: All fasteners shall be Stainless Steel 1.03 OUALITY ASSURANCE: ' Hardware supplier shall be a direct factory contract supplier who has in his employment a certified hardware consultant (AHC) who is available at all reasonable times during the course of the Work ' for project hardware consultation to the Engineer and Contractor. A. Exit Doors: Openable at all times from the inside withoutthe use of a key or any ' special knowledge or effort. 1.04 SUBMITTALS: ' A. Product Data: Submit manufacturer's product data containing drawings or cuts of all hardware items at same time hardware schedule is submitted. Make submittal in a neat brochure form and include an index list of all items, with manufacturer's names and ' catalog numbers. Furnish all hardware as listed - no substitutions. B. Hardware Schedule: Submit six copies of schedule at earliest possible date prior to delivery of hardware. Organize schedule into "Hardware Sets" with an index of doors and ' heading, indicating complete designations of every item required for each door or opening. ' 08700 Page 1 of 5 C. Templates: Furnish hardware templates to each fabricator of doors, frames and other work to be factory prepared for the installation of hardware. 1,05 DELIVERY, STORAGE, AND HANDLING: A. Acceptance at Site: Individually package each unit of finish hardware complete with proper fastening and appurtenances, clearly marked on the outside to indicate contents and speck locations in the Work. B. Deliver packaged hardware items at the times and.to the locations (shop or field) for installation, as directed by the Contractor. A. Coordination: Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swing, security and snnilar requirements indicated, as necessary for proper installation and function, regardless of omissions or conflicts in the information on -the Contract Documents. B. Installation shall conform to local governing agency security ordinance. 1.07 WARRANTY: A. Provide factory guarantee from hardware supplier as follows: 1. Closers: Five Years. 2. All other hardware: Two Years. PART2-PRODUCTS 2.01 SCHEDULED HARDWARE: Requirements for design, grade, function, finish, size and other distinctive qualities of each type of hardware is indicated.in the Schedule. 2,02 MANUFACTURERS: A. Approval of manufacturers. Item Manufacturer Acceptable Substitute Hinges Mont -Hard McKinney Stanley Locks Schlage None Panics Von Duprin None Closers LCN None Silencers Trimco Builders Brass Quality Kickpiates Trimco Builders Brass Quality 08700 Page 2 of 5 I H Stops & Holders Trimco Builders Brass Quality Thresholds Reese Builders Brass Quality Seals & Bottoms Reese Pemko Cabinets Lund None ' B. Furnish all items of hardware required to complete the work in accordance with the manufacturer's instructions. Items of hardware not specified shall be provided even though inadvertently omitted from this specification. Items shall be of equal quality and type. C. Where the exact types of hardware specified are not adaptable to the finished shape or size of the members requiring hardware, furnish suitable types having as nearly as practicable the same operation and quality of the type specified, subject to Engineer's approval. ' 2.03 MATERIALS: A. Locksets: All locksets and latchsets shall be as specified. Strikes shall be 16 gage ' curved steel, bronze or brass with 2" deep box construction, and have lips of sufficient length to clear trim and protect clothing. 1. Locks shall have minimum 1/2 inch throw. All deadboits shall have 1-inch ' minimum throw. 2. Comply with requirements of local security ordinances. 3. Lock Series and Design: Schlage D Series B. Hinges: Outswinging exterior doors shall have nonremovable (NRP) pin. All hinge open width shall be 180 degrees. Furnish hinges with Stainless Steel pins and flush bearings. ' 1. Furnish 3 hinges per leaf to 7 foot 6 inch height. Add one for each additional 30 inches in height or fraction thereof. ' 2. Exterior hinges with prime finish shall have Mont -Hard K base. 3. Size listed in Hardware Sets indicates height by width. ' C. Floor hinges shallhave maximum degree dead stop permitted by trim of adjacent structure. Furnish special pins and longer spindles as may be required. D. Surface Door Closers: Full rack and pinion type with removable non-ferrous case and cast iron body. Provide sex bolts and grommets at all doors. Place Closers inside building, stairs, and rooms. Closers shall be non -handed, non -sized, and adjustable ' where otherwise listed. 1.Drop brackets are required at narrow head rails. 08700 ' Page 3 of 5 E. Seals: All seals shall be finished to match adjacent frame color. Solid neoprene to be MIL Spec. R6855-CL III, Grade 40. Sponge neoprene to be MIL Spec. R6130, Type 11, Group C. F. Screws: All exposed screws shall be Stainless Steel Phillips Head. G. Silencers: Furnish silencers for interior hollow metal frames, 3 for single doors, 4 for pairs of doors. Omit where sound or light seals occur, or for fire -resistive rated door assemblies. 224 FINISH: A. Match existing finish unless noted otherwise B. Spray door closers to•match other hardware, unless otherwise noted. C. Color of seals to match frame color. D. All fasteners -shall be Stainless Steel 2.05 KEYING REOLTIREMENTS: A. Keying of cylinder locks shall be coordinated with the Engineer. For estimate, use master keying charge. Keying system shall be approved by Engineer in writing. All exterior doors one KA set x 3 change keys. Stamp all keys "Do not Duplicate". PART 3-EXECUTION 3.01 HARDWARE LOCATIONS: A. Hinges: 1. Bottom Hinge: 10 inches from door bottom to bottom of hinge. 2. Top Hinge: 5 inches from door top to top of hinge. 3. Center Hinge: Center between top and bottom hinge. 4. Extra Hinge: 6 inchestrom bottom of top hinge to top of extra'hinge. B. Lock: 38 inches from finished floor to center of lever or knob. C. Push Bar: 45 inches from bottom of door to center of bar. D. Push Plate: 48 inches from bottom of door to center of plate. E. Pull Plate: 42 inches from bottom of door to center of pull. 08700 Page 4 of 5 I F. Closers: Mount on room side of doors only (no through bolt attachments). 3.02 INSTALLATION: ' A. Install each hardware item per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. Set units plumb, level and true to line and location. Adjust and reinforce the attachment ' substrate as necessary for proper installation and operation. 3.03 ADJUSTING_ A. Adjust and chP^Ir annh nr raNna irPm of hardware and each door. to ensure proper operation or fund freely and smootl END OF SECTION 087( r i I I I I 11 1 SECTION 08800 - GLASS AND GLAZING PART1-GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Definitions: "Glass" includes prime glass, processed glass, and fabricated glass products. "Glazing includes glass installation and materials used to install glass. Types of work in this section include glass and glazing for: A. Entrances and storefronts B. Window units 1.03 OUALITY ASSURANCE: A. Prime Glass Manufacturer: One of the following for each type/color/pattern of glass: 1. Ford Glass Company 2. Libbey-Owens-Ford Company 3. PPG Industries, Inc. B. Prime Glass Standard: FS DD-G-451. 1.04 SUBMITTALS: Product Data: Submit manufacturer's technical data for each glazing material and fabricated glass product required including installation and maintenance instructions. PART 2-PRODUCTS 2.01 GLASS PRODUCTS: A. Clear Float Glass: Type I, Class 1, quality g3,1/4" thick. B. Clear Tempered Float Glass: Grade B, Style I, Type I, Class 1, quality q3, 1/4" thick. 2.02 GLAZING SEALANTS AND COMPONENTS: A. General: Provide color of exposed sealant/compound indicated or if not otherwise indicated, as selected by Engineer from manufacturer's standard colors. Comply with 08800 Page 1 of 3 manufacturer's recommendations for selection of hardness, depending upon the location of each -application, conditions at time of installation, and performance requirements as indicated. Select materials, and variations or,modifications, carefully for compatibility with surfaces contacted in the installation. B. 1-Part Silicone Rubber Glazing Sealant: Elastomeric silicone sealant complying with FS TT-S-001543,C1ass A, non -sag. Provide acid type recommended by manufacturer where only nonporous bond surfaces are contacted; provided nonacid type recommended by manufacturer where one or more porous bond surfaces are contacted. C. Oleo -Resinous Glazing Compound: OR based glazing compound; nonstaining and non bleeding; provide proper type as required for either channel or face glazing; comply with PS TT-G-410 for face glazing compound. D. Vinyl Foam Glazing Tape: Closed cell, flexible,self-adhesive, non -extruding, polyvinyl chloride foam tape; recommended by manufacturer for exterior,exposed, watertight installation of glass, with only nominal pressure in the glazing channel; comply with ASTM D 1667. 2.03 MISCELLANEOUS GLAZING MATERIALS: A. Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer. B. Setting Blocks: Neoprene or EPDM, 70-90 durometer hardness, with proven compatibility with sealants used. C. Spacers: Neoprene or EPDM, 40-50 durometer hardness with proven compatibility with sealants used. 3.01 STANDARDS AND PERFORMANCE: A, Watertight and airtight installation of each glass product is required, except as otherwise shown. Each installation must withstand normal temperature changes, wind loading, without failure including loss of breakage of glass, failure of sealants or gaskets to remain watertight and airtight, deterioration of glazing materials and other defects in the work. B. Protect glass from edge damage during handling and installation, and subsequent operation of glazed components of the work. During installation, discard units with significant edge damage or other imperfections. C. Comply with combined recommendations and technical reports by manufacturers of glass and glazing products as used in each glazing channel, and with recommendations of Flat Glass Marketing Association "Glazing Manual," except where more stringent requirements are indicated. 08800 Page 2 of 3 3.02 PREPARATION FOR GLAZING: ' A. Clean glazing channel and -other framing -members to receive glass, immediately before glazing. Remove coatings which are not firmly bonded to substrate. Remove lacquer from metal surfaces where elastomeric sealants are used. B. Apply primer or sealant to joint surfaces where recommended by sealant manufacturer. 3.03 GLAZING: ' A. Install setting blocks of proper size in sill rabbet located 1/4th of glass width from each corner. Set blocks in thin course of heel -bead compound, if any. • ' B. Provide spacers inside and out, of proper size and spacing, for glass sizes larger than 50 united inches, except where gaskets or pre shimmed tapes are used for glazing. ' Provide 1/8" minimum bite of spacers on glass and use thickness equal to sealant width, except with sealant tape use thicknesss lightly less than final compressed thickness of tape. C. Tool exposed surfaces of glazing liquids and compounds to provide a substantial ' "wash" away from glass. Install pressurized tapes and,gaskets to protrude slightly out of channel, so as to eliminate dirt and moisture pockets. ' D. Clean and trim excess glazing materials from glass and stops or frames promptly after installation,and eliminate stains and discolorations. E. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage to ensure that gasket will not "walk" out when installation is subjected to movement. Anchor gasket to stop with matching ribs, or by proven adhesives, including embedment of gasket tail in cured heel ' bead. 3.04 CURE PROTECTION AND CLEANING: ' A. Protect exterior glass from breakage immediately upon installation, by use of crossed streamers attached to framing and held away from glass. Do not apply markers to surfaces of glass. Remove non -permanent labels and clean surfaces. Cure sealants for high early ' strength and durability. B. Remove and replace glass which is broken, chipped,cracked, abraded or damaged in ' other ways during construction period, including natural causes,accidents and vandalism. C. Wash and polish glass on both faces not more than 4 days prior to date scheduled for ' inspections intended to establish date of substantial completion in each area of project. Comply with glass product manufacturer's recommendations for final cleaning. END OF SECTION 08800 ' 08800 Page 3 of 3 1 I _J I SECTION 09250 - GYPSUM DRYWALL PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Interior and exterior drywall where shown on drawings, finished to a smooth level surface ready for finish treatment of paint or wall covering. 1.03 OUALITY ASSURANCE: A. Gypsum Board material, methods, and installation shall comply to standard Architectural Specifications as printed by "United States Gypsum Company". Where drawings or specifications -do not specifically indicate requirement, the USG Specifications shall apply. This will include.materials, application, -details, finishing and workmanship. 1.04 SUBMITTALS: Product Data: Submit manufacturer's product specifications and installation instructions for each gypsum drywall component. 1.05 JOB CONDITIONS: Environmental Conditions: Comply with referenced standards. PART 2-PRODUCTS 2.01 GYPSUM BOARD: Provide types as indicated and required in maximum lengths available to minimize joints. A. Gypsum Board ASTM C 36, 5/8" thick. B. Water Resistant ASTM C 630, 5/8" thick. C. Exterior ASTM C 931, 5/8" thick. D. Type: 1. Regular, tapered unless otherwise indicated. 2. Type W for fire resistance assemblies. 09250 Page 1 of 3 2,02 TRIM ACCESSORIES: ' A. General: ASTM C 840 provide manufacturer's standard trim accessories of types indicated for drywall work,formed of zinc alloy unless otherwise indicated. 2.03 JOINT TREATMENT MATERIALS: A. General: ASTM C 473; type recommended by the manufacturer for the application ' indicated, except as otherwise indicated. B. Joints, fastener, corners and trim shall be feathered out onto.panel face and sanded ' smooth go as to not be visible when surface finishes are applied over gypsum board. 2.04 MISCELLANEOUS MATERIALS: A. General: Provide.auxiliary materials for gypsum drywall work.of the type and grade ' recommended by the manufacturer of the gypsum board. B. Gypsum Board Fasteners: Comply with GA-216, ' C. Concealed Acoustical Sealant: USG Acoustical Sealant. 2.05 FINISHES: , A. Primer: Of type recommended by manufacturer of texture finish. PART 3 - EXECUTION ' 3.01 GENERAL GYPSUM BOARD INSTALLATION REOUIREMENTS: ' A. Pre -Installation Conference: Meet at the project site with the installers of related work and review the coordination and sequencing of work to ensure that everything to be , concealed by gypsum drywall has been accomplished, and that chases, access panels, openings,supplementary framing and blocking and similar provisions'have been completed. ' B. Gypsum Panel Erection shall comply with USG printed specifications. Place panels parallel to framing. Attach panels to framing supports by power driven USG screws. ' C. Accessories: Joint system, corner beads, meter trim, screws and.miscelianeous shall conform to USG printed specifications. D. Isolate drywall construction from abutting structural and masonry work; provide edge ' trim and acoustical sealants as recommended by manufacturer. E. Install wall/partition boards vertically to avoid end -butt joints wherever possible. ' 09250 ' Page 2 of 3 ' L, t9.02 FINISHES: ' Gypsum Board surfaces that are exposed to view shall match the immediate adjacent drywall surface. 1 3.03 PROTECTION OF WORK, Installer shall advise Contractor of required procedures for protecting gypsum drywall work from ' damage and deterioration during remainder of construction period. END OF SECTION 09250 1 I 09250 Page 3 of 3 u SECTION 09650 - RESILIENT FLOORING PART 1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard SI ecifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Extent of resilient flooring and accessories is shown on drawings and in schedules. 1.03 OUALITY ASSURANCE: A. Product Data: Submit 2 copies of manufacturer's technical data and installation instructions for each type of resilient tile flooring and accessory. B. Samples: Submit 3 sets of samples of each type, color, and finish of resilient flooring and accessory required, indicating full range of color and pattern variation.. C. Maintenance Instructions: Submit 2 copies of manufacturer's recommended maintenance practices for each type of resilient flooring and accessory required. D. Replacement Material: After completion of work, deliver to project site replacement materials same as materials installed, and as follows: E. Sheet flooring, as requested by Engineer for future maintainence. ' 1.05 JOB CONDITIONS: A. Install resilient flooring and accessories after other finishing operations: including ' painting, have been completed. Moisture content of concrete slabs and environmental conditions must be within limits recommended by manufacturer of products being installed. ' PART2-PRODUCTS: ' 2.01 MATERIALS: A. Colors and Patterns: To match existing flooring. ' B. Resilient Flooring: 1. Sheet Vinyl Flooring as manufactured by Armstrong World Industries and complying to Federal Specification SS-T-312B, Type IV. 2. Size: Thickness to match existing sheet flooring. 09660 Page 1 of 3 1 3. Base: ' a. Cove sheet flooring at all base locations dimensions shall be as shown on drawings. C. Rubber Base: ' 1. Rubber top set cove base and carpet base as manufactured by Burke Flooring , Products and complying to Federal Specification SS-W-40a, Type I. Base will be selected by the Engineer from the Commercial Series or to match existing conditions. ' 2. Sizes: To match existing D. Adhesives (Cements): Waterproof, stabilized type as recommended by flooring ' manufacturer to suit material and substrate conditions. E. Concrete Slab Primer: Non -staining type as recommended by flooring manufacturer. F. Reducing Strip: 1" x 3/32" black, rubber. ' PART 3-EXECUTION , 3.01 INSPECTION Installer must examine areas and conditions under which resilient flooring and accessories are to ' be installed and must notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been cor- rected in -manner acceptable to Installer. 3.02 PREPARATION: A. Broom clean or vacuum surfaces to be covered, and inspect subfloor. Startof flooring ' installation indicates acceptance of subfloor conditions and full responsibility for completed work. ' 1. Use leveling compound as recommended by flooring manufacturer for filling small cracks and depressions in subfloors. 2. Perform moisture tests on concrete slabs to determine that concrete surfaces are sufficiently cured and ready to receive flooring. 3. Apply concrete slab primer, if recommended by flooring manufacturer, prior to ' application of adhesive. Apply in compliance with manufacturer's directions. 09660 ' Page 2 of 3 t I I 3.03 INSTALLATION' A. General: 1. Place flooring with adhesive cement in strict compliance with manufacturer's ' recommendations. Butt tightly to vertical surfaces, thresholds, nosings, and edgings. Scribe around obstructions to produce neat joints :laid tight, even, and straight. Extend flooring into toe spaces, door reveals, and into closets and similar ' openings. B. Accessories: ' 1. Apply resilient base to walls, columns, pilasters, casework and other permanent fixtures in rooms or areas where base is required. Install base in lengths as long as practicable, with preformed corner units, with mitered or coped ' inside comers. Tightly bond base to backing throughout length of each piece, with continuous contact at horizontal and vertical surfaces. 3.04 CLEANING AND PROTECTION: A. Remove any excess adhesive or other surface blemishes, using neutral type cleaners as recommended by flooring manufacturer. B. Finishing: After completion of project and just prior to final inspection of work, thoroughly clean floors and accessories. C. Apply polish and buff, with type of polish, apply two coats, and buffing procedures in compliance with flooring manufacturer's instructions. END OF SECTION 09660 u 1 09660 Page 3 of 3 L ' SECTION 09900 - PAINTING ' PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. ' 1.02 DESCRIPTION OF WORK: ' A. Extent of painting work is shown on drawings and as herein specified. B. The work includes painting and finishing of interior and exterior exposed items and surfaces throughout project, except as otherwise indicated. Surface preparation, priming and coats of paint specked are in addition to shop priming and surface treatment specified under other sections of work. ' C. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamel, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. D. Paint exposed surfaces whether or not colors are designated in "schedules", except where natural finish of material is specifically noted as a surface not to be painted. Where items or surfaces are not specifically mentioned, paint same as adjacent similar materials or areas. If color or finish is not designated, Engineer will select these from standard colors available for materials systems specified. ' E. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under various sections for structural steel, miscellaneous metal, hollow metal work, and similar items. ' F. Prefinished Items: Unless otherwise indicated, do not include painting when factory finishing or installer finishing is specified for such items as (but not limited to) metal toilet enclosure, prefinished partition systems, acoustic materials, architectural woodwork and ' casework, finished mechanical and electrical equipment including light fixtures, doors and equipment. G.Do not paint over any code required labels, such as Underwriter's Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates. ' 1.03 SUBMITTALS: A. Product Data: Submit manufacturer's technical information including paint label ' analysis and application instructions for each material proposed for use. 09900 Page 1 of 6 E B. Samples: Submit samples for Engineer's review of color and texture only. Provide a listing of material and application for each coat of each finish sample. 104 DELIVERY AND STORAGE: A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label. B. Store paint material in clean, safe area that will not be hazardous to workman, or project. Storage and handling shall comply with manufacturer's recommendations. 1.05 JOB CONDITIONS: A. Apply paint and paint products only when temperatures of surface and surrounding air temperatures and condition conform to paint manufacturer's printed.requirements. 2.01 COLORS AND FINISHES: A. Paint colors, surface treatments, and finishes, are indicated in "schedules" of the contract documents. B. Prior to beginning work Engineer will furnish color chips for surfaces•to be painted. Color will be custom blended, as selected by Engineer. Use represented colors when preparing samples for review. C. Color Pigments: Pure, non -fading, applicable types to suit substrates and service indicated. D. Paint Coordination: Provide finish coats which are compatible with prime paints used. Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information on characteristics of finish materials proposed for use, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and re -prime as required. Notify Engineer in writing of any anticipated problems usingspecified coating systems with substrates primed by others. A. Provide best quality grade of various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturer's identification as a standard, best grade product will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to imply that products of name manufacturers are required to exclusion of equivalent products of other manufacturers. L7 I J I 1 09900 , Page 2 of 6 1 I i F 2. Manufacturer's shall be of quality or better, of the following: a. Sinclair Paint Co. b. Dunn -Edwards Paint Co. c. Frazee Industries d. Benjamin Moore paint Co. B. Provide undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. 2.03 EXTERIOR PAINT SYSTEMS (EPS): A. Provide the following paint systems for various substrates as indicated (on the drawings and specified herein). Pi Gypsum Wallboard 1st Coat: Pigmented Alklyd Sealer 2nd Coat: Ord Coat: Exterior Flat Acrylic Emulsion. P2 Concrete and Masonry 1st Coat: Smooth Latex Block Filler 2nd Coat: Exterior Flat Vinyl Acrylic Latex P3 Ferrous Metal: 1st Coat: Alkyd Inhibitive Primer. 2nd Coat: Alkyd'Undercoat 3rd Coat: Exterior Gloss Alkyd Enamel. 2.04 INTERIOR PAINT SYSTEMS (IPS): Provide the following paint systems for various substrates as indicated on the drawings and specified herein. P1 Gypsum Drywall (DW), Flat: 1st Coat: Plamented Latex Primer. 2nd Coat & 3rd Coat: Flat Vinyl Enamel. 09900 Page 3 of 6 0 I P2 Gypsum Drywall (D% Eggshell: 1st Coat: Plamented Latex Primer. ' 2nd Coat Ord Coat: Synthetic Alkyd Low Sheen Enamel. P3 Gypsum Drywall (DW),Semi Gloss: , 1st Coat: Latex Primer. 2nd Coat &3rd Coat: Gloss Alkyd Enamel. ' P4 Gypsum Drywall (DW) Gloss: . 1st Coat: Latex Primer. , 2nd Coat Ord Coat: Gloss Alkyd Enamel. P5 Wood, Gloss: ' 1st Coat: Interior Enamel Undercoater. 2nd Coat Ord Coat: Gloss Alkyd Enamel. , PART 3-EXECUTION ' 3.01 INSPECTION: A. Applicator must examine areas and conditions under which painting work is to be ' applied and notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do notproceed with work untitunsatisfactoryconditions have been corrected in a manner acceptable to Applicator. B. Starting of painting work will be construed as Applicator's acceptance of surfaces and conditions within any particular area. C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film. 3.02 SURFACE PREPARATION: A. General: Perform preparation and cleaning procedures in accordance with paint ' manufacturer's instructions and as herein specified, for each particular substrate condition. B. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish painted, or provide surface applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items. ' 09900 Page 4 of'6 , t LJ u 1 1 I r, LIB I r I C. Touch-up shop -applied prime coats wherever damaged or bare, where required by other sections of these specifications. Clean and touch-up with same type shop primer. D. Galvanized & Aluminum: Clean free of oil and surface contaminants with non - petroleum based solvent. 3.03 MATERIALS PREPARATION: A. Mix and prepare painting materials in accordance with manufacturer's directions. B. Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. C. Stir materials before application to produce a mixture of uniform density, and stir as required during application. Do not stir surface film into material. Remove film, and, if necessary, strain material before using. 3.04 APPLICATION: A. General: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Apply additional coats when undercoats, stains or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance. Give special attention to insure that surfaces, including edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 2.Finish exterior doors on tops, bottoms and side edges same as exterior faces, unless otherwise indicated. 3. Plastic faced doors are to have top, bottom and both side edges painted to match face color. 4. Sand lightly between each succeeding enamel coat. 5. Omit first coat (primer) on metal surfaces which have been shop -primed and touch-up painted, unless otherwise indicated. 6. Paint textures on similar adjacent surfaces to match. Example: if door faces have paint roller texture, door frames shall match roller texture (not brush texture). B. Scheduling Painting: Apply first coat material to surfaces that have been cleaned, pre- treated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 09900 Page 5 of 6 I C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as indicated or, if not indicated, as recommended by coating manufacturer. D. Prime Coats: Apply prime coat of material which is required to be painted or finished, and which has not been prime, coated by others. Recoat primed and sealed surfaces where ' there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn -through or other defects due to insufficient sealing. E. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth , surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. ' F. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. ' 3.05 CLEAN-UP AND PROTECTION: A. Clean -Up: During progress of work, remove from site discarded paint materials, t rubbish, cans and rags at end of each work day. B. Protection: Protect work of other trades, whether to be painted or not, against damage ' by painting and finishing work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Engineer. 1. Provide "Wet Paint" signs as required to protect newly painted finishes. , Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. 2. At the completion of work of other trades, touch-up and restore all damaged or defaced painted surfaces. END OF SECTION 09900 1 09900 Page 6 of 6 ' I 1 ICJ r t SECTION 10160 -TOILET PARTPfIONS PART 1 - GENERAL 1,01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Spec cations for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent of toilet partition work required is shown on drawings, include partitions, trim and installation. 1.03 OUALITY ASSURANCE: A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication where possible, to ensure proper fitting of work. However, allow for adjustments within specified tolerance wherever taking of field measurements before fabrication might delay work. B. Coordination: Furnish inserts and anchorages which must be built into other work for installation of toilet partitions and related work. C. Manufacturer: Provide toilet partitions and screens produced by one of the following: 1. Global Steel Products Corp. 2. The Mills Company 1.04 SUBMITTALS: A. Product Data: Submit manufacturer's detailed technical data for materials, fabrication, and installation, including catalog cuts of anchors, hardware, fastenings, and accessories. PART2-PRODUCTS 2.01 MATERIALS: A. General: Provide materials which have been selected for surface flatness and smoothness. Exposed surfaces which exhibit pitting, seam marks, roller marks, stains, discoloration, telegraphing of core material, or other imperfections on finished units are not acceptable. B. Partitions shall be Floor Braced, Series 500, as manufactured by the Mills Compartment Company. 10160 Page 1 of 2 C. Hardware and Accessories: Manufacturer's standard design, heavy-duty operating ' hardware and accessories including hinges, latch and keeper, coat hook and door pull. All hardware and fasteners shall be Stainless Steel'. ' 2.02 FABRICATION: A. General: 1. Furnish standard doors, panels, screens, and pilasters fabricated for partition ' system, unless otherwise indicated. Furnish units with cutouts, drilled holes, and internal reinforcement to receive partition -mounted hardware, accessories, and grab bars, as indicated. 2.03 FINISHES: ' A. Baked Enamel Finish: Colors to be selected from Manufacturer's standards. t PART3-EXECUTION 3.01 INSPECTION: , Installer must examine areas and conditions under which toilet,partitions and related items are to be installed, including supporting anchors and supports installed by others, and must notify ' Contractor in writing of conditions detrimental to proper and timely completion of work Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. 3.02 INSTALLATION: ' A. General: Comply with manufacturer's recommended procedures and installation , sequence. Install partitions rigid, straight, plumb, and level. Provide clearances of not more than 1/2" between pilasters and panels, and not more than 1" between panels and walls. Secure panels to walls with not less than two stirrup brackets attached near top and ' bottom of panel. Locate wall brackets so that holes for wall anchorages occur in tile joints. Secure panels with not less than two stirrup brackets located to align with stirrup brackets at wall. Secure panels in position with manufacturer's anchoring devices. , 3.03 ADJUST AND CLEAN: A. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set ' hinges on in swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out swinging doors (and entrance swing doors) to return to fully closed position. ' B. Clean exposed surfaces of partition systems using materials and methods recommended by manufacturer, and provide protection as necessary to prevent damage. ' END OF SECTION 10160 10160 ' Page 2 of 2 SECTION 10400 - IDENTIFYING DEVICES PART i - GENERAL ' 1.01 RELATED DOCUMENTS Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK ' Extent of plaques is indicated on drawings and/or specified herein. 1.03 OUALITY ASSURANCE: ' Drawing and specifications are based on one manufacturer's standard products. Another standard system of similar and equivalent nature will be acceptable when differences do not materially detract from design concept or intended performance, as judged solely by Engineer. ' 1.04 SUBMITTALS Product Data: Submit manufacturer's technical data and installation instructions for plaques. PART2-PRODUCTS All signage shall comply with the current Federal Register ADA guidelines with contrasting colors as indicated on the drawings and shall have Raised Braille symbols to companion the raised letter text. ' 2.01 MANUFACTURER ' Subject to compliance with requirements, provide products that comply with all aspects of the current title 24 and ADA guidelines. Submittal of manufacturer shall be the Contractor's responsibility and the Engineer has the right to reject suppliers that do not meet the City Standards for signage. All signage shall be designed for high traffic and durability and shall be suited for the ' application intended (indoor of outdoor). 2.02 MATERIALS ' A. Toilet Room Plaques - 40-04, 40-05, 40-14, 40-15, 40-24, 40-25, 31-01.1, 28-08, 28-11, ' B. Entry Door Signs - 40-32, 28-03, 42-05, 75-05.2, C. Exterior Signage - 31-02.2, 28-07, 28-12, ' 10400 tPage 1 of 2 PART 3 - EXECUTION 3.01 INSTALLATION Install units plumb and level, in locations and with mountings as shown on the drawings and/or specified herein and in accordance with manufacturer's installation instructions. 3.02 CLEANING AND PROTECTION At completion of installation, clean surfaces in accordance with manufacturer's instructions. Protect units from damage until acceptance by Engineer. END OF SECTION 10400 4 10400 Page 2 of 2 J I 1 1 1 1 t SECTION 10800 - TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard SMcifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Extent of each type of toilet accessory is shown on drawings.and schedules. 1.03 OUALITY ASSURANCE: A. Accessory Locations: Coordinate accessory locations with other work to avoid interference and to assure proper operation and servicing of accessory units. B. Products: Provide products of same manufacturer for each type of accessory unit and for units exposed in same areas, unless otherwise acceptable to Engineer. C. Manufacturer: Provide toilet accessories as manufactured by Bobrick Washroom Equip., Inc. 1,04 SUBMITTALS: Product Data: Submit manufacturer's technical data and installation instructions for each toilet accessory. PART2-PRODUCTS 2.01 SCHEDULE OF TOILET ACCESSORIES: Manufacturer: Model numbers of toilet accessories listed below are those of Bobrick Washroom Equipment, Inc. Refer to the Drawings for the model and number of each selected piece of equipment. PART 3-EXECUTION 3.01 INSPECTION: Installer must examine substrates, previously installed inserts and anchorages necessary for mounting of toilet accessories, and other conditions under which installation is to occur, and must notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. 10800 Page 1 of 2 I 3.02 INSTALLATION: Install toilet accessory units in accordance with manufacturer's instructions, using fasteners which are appropriate to substrate and recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations indicated. All fastenemshall be Stainless Steel. 3,03 ADJUST AND CLEAN: A. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. B. Clean and polish all exposed surfaces after removing protective coatings. END OF SECTION 10800 10800 Page 2 of 2 1 0 u I i 11 I .I r 11 11 I SECTION 15400 - PLUMBING PART1-GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard gnecifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. shall include all labor and materials required for the completion of fully operating plumbing systems including but not necessarily to: installation, back fill and compaction; obtaining all required licenses, permits, inspections, water meters and connections; all water distribution;all vents and wastes;floor drainage; fixtures and trim;rough-in and connect condensate to mechanical appliances. re -pave walkways as necessary. B. Work specified elsewhere: ' 1.03 SUBMITTALS: ' A. Shop Drawings: Within ten (10) days after award of contract submit to the Engineer six (6) sets of submittals including catalog cuts of plumbing equipment and complete shop drawings and materials including that which is required but not specified. B. As -Built Drawings: During progress of the work maintain an accurate record of all changes made from the plans. Present professionally done, reproducible plan to Engineer reflecting changes. ' 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING: ' A. Protect materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. 1.05 JOB CONDITIONS: ' A. Contractor shall visit site prior to bidding and fully acquaint himself with conditions affecting installation of the proposed systems. ' B. Verify electrical power requirements on site. Confirm accessibility and location of services. ' C. Maintain continuity of service to existing systems without inconvenience or danger to personnel. C I I 15400 Page 1 of 6 C PART 2-PRODUCTS 2.01 GENERAL: , A. Use only new first class' materials. Equipment to be identified with name plate. ' Electrical equipment to be UL listed. Where required all to be State Fire Marshall Approved. All insulation shall have a flame spread of not more than 25 and a smoke density not exceeding 50. 2.02 PIPING MATERIALS: ' A. Soil, waste, and vent piping within buildings: Service weight cast iron no -hub soil , pipe unless otherwise noted. Make up with compression -type fittings with stainless steel clamp and shield' assemblies and neoprene joints. B. Vent piping 21/2" size and smaller above floor may be schedule 40 galvanized steel , pipe, made up with cast iron drainage fittings. C. Sewer and waste exterior: From five feet outside the buildings,extra strength vitrified ' clay pipe with mechanical joints. D. Domestic water piping: ' 1. All hot and cold water piping above the floor shall be Type "L" hard -drawn copper tube made up with 95-5 solder. 2. Below -grade and below slab shall be Type'IV annealed copper tube made up ' above floor. 3. Domestic water piping below ground outside of buildings size 1 1/2" and ' smaller shall be PVC schedule 40. Size 2" and larger shall be PVC Schedule 80 of Class 315 using Schedule 80 fittings. Only Schedule 40 male adapters are ' acceptable. Set pipe a minimum of 18" deep and provide a ground wire connecting building piping to meter. E. Condensate drain and indirect waste piping: Above grade shall be DWV copper with ' DWV drainage type fittings. PVC may be used as approved by jurisdictional authorities. 2.03 MISCELLANEOUS MATERIALS: , A. Valves: Gate valves shall be "Walworth",or equal,125 lb. solder ends, all bronze. Hose bibs shall be "Acorn" 8105-2 wall box at walkways, and 8126 free standing. Loose key operated; finished with chrome inside and bronze outside, All hose bibs shall have built-in vacuum breakers. Crane 252 gas cock shall be used. B. Valve boxes: All yard boxes to be precast concrete "Brooks Products" with the name ' of service on the cover. 15400 Page 2 of 6 , I ' C. Pipe sleeves and escutcheons: All pipe sleeves shall be "Adjusto-Crete", of equal, with B&C chrome plated escutcheons in all finished areas. D. Hangers and Supports: All hangers and supports shall be "Grinnel" or equal. Provide lateral bracing where hangers exceed 18" long. Isolate hangers and supports from piping ' with "Semco" Trisolators. Insulate at openings of structure with 1/2" wrap. E. Vent Flashing: Vent flashing at each vent.through the roof shall be heavy AMC galvanized sheet metal with zinc chromate plating. , F. Water Hammer Arrestors: Water hammer arrestors shall be Stainless Steel bellows type at all quick closing valves, "J.R. Smith "series 5000. Provide access per code requirements. G. Unions: Isolate all dissimilar metals with "EPCO" dielectric•unions. Provide NEBCO ' 623 for 2" and smaller and #740 for larger. H. Clean outs: Floor cleanouts: UK Smith " 4023, 4043. Grade clean outs: "J.R. Smith " 4253. Wall clean outs: U.R. Smith " 4553 in file walls and toilet rooms and ' 4532 in other areas. 1. Access Plates: Access plates shall be provided at all concealed valves and equipment. ' "Milcor" or equal, hinged, rated to match construction, stainless or prime coated steel as selected by Engineer, equipped with key locking device. In acoustical ceilings provide with inset to receive ceiling tile. ' J. Combination Pressure and Temperature Relief Valves: "Watts Regulator Company" or equal on storage tanks and water heaters (sized for BTUH input and ASTM stamped). ' K. Fixtures and Equipment: All fixtures and equipment shall be as specified and shall be complete with all stops, supplies, backing drain, chrome plated bronze trim and other items necessary for a complete operable system and fixture. Fixtures shall be as specified ' only and no substitution will be accepted for fixtures. L. Pipe Wrapping: Coat all buried metal pipe with 30 mils thick "Johns MnTrantex ' lapped 1/2" or factory coated with "Hunt's" process H.P. #11 coal tar wrap. Test with "Holiday "detector at 7000 volts for defects. Insulate all hot water pipe above grade per tte 24 requirements. Provide canvas finish and adhesive sizing. Hot water pipe below ' grade shall be wrapped with 1" minimum foam insulation. 2.04 OTHER MATERIALS: lJ A. All other materials, not specifically described but required for a complete and proper installation, shall be new, first quality of their respective kinds and subject to the approval of the Engineer. 15400 Page 3 of 6 2.05 EXTERIOR DRINKING FOUNTAINS: For all exterior drinking fountain installations the following piping specifications shall take precedence unless required by the Engineer. A. Provide and install Haws Model 6611 in -ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. Alldrain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. PARTS -EXECUTION 3.01 GENERAL REOUIREMENTS: A. Clearances: The drawings are essentially diagrammatic. Provide equipment clearances and offsets in piping as necessary to conform to structure, avoid obstructions, preserve headroom and keep passageways clear as a contract -requirement. Equipment shallbe accessible for maintainence. B. Coordination: Coordinate all work of this section with other trades to avoid interference and for the general benefit of all the work. Arrange for and make all utility connections. Verify approved locations prior to construction and installation. C. Enclosure of Pipes: Except where specifically permitted by the Engineer, route all pipes concealed within building cavities. D. Trenching and BackCilling: Perform all trenching and backfilling associated with the plumbing installation. E. Codes: Perform all work according to all applicable codes and regulations. Obtain all ,permits, fees, and inspections required by governing authorities. Additional work required to conform to these codes will be done at no additional charge. J� _ It•� • A. Thoroughly, clean�piping before.installation. B. Underground piping shall have a minimum cover of 24". Metal pipe shall extend to a minimum of ten (10) from the building. Provide sleeves for pipes passing through footings. C. Provide clamps or concrete thrust blocks on dead ends, angles or at other points where separation may occur in joints. 15400 Page 4 of 6 H I [1 D. Provide fittings at all water supply outlets and connections to fixtures which will hold the pipe rigidly to the structure and will allow no movement. E. Provide a union on one side of all valves and at equipment connections. F. Make suitable provision for maximum expansion and contraction of piping. G. No bullhead tees, close nipples, or bushings will be allowed. H. Cushion all traps and bearings to minimize transfer of sound. Provide water hammer arrestors at quick closing valves. I. Slope all waste -and sewer piping at 1/4" per foot unless otherwise noted or permitted. J. Provide trap primers to all floor drains and other infrequently used traps in accordance with local requirements. K. Cutting and Patching: Do all drilling, cutting, and patching required for the installation of the same materials and workmanship as the orginal work. 3.03 INSTALLATION OF PLUMBING FIXTURES AND EQUIPMENT: ' A. Verify fixture and equipment locations and service with the Plans and furnish and connect fixtures and equipment as shown thereon. Equipment shall be -securely anchored to the structure. 1 C 7 B. Wall -hung fixtures on stud walls shall be securely attached to a 1/4" thick by 8" wide steel plate which shall extend to at least one stud beyond the first and last fixture mounting point. Plate shall be shop drilled with holes 1/16" larger than stud bolts supplied with fixture or fixture arms specified. A jam nut shall be set tight against face of plate to secure stud. Fixture hanger or arm shall be supported free of finished wall by •means df a second set of jam nuts. Plates shall be securely bolted to each stud crossed with 1/8" minimum by 2" steel back-up plates. Fixtures with back, specked without supporting arms, shall in addition to the above specified plates, have fixture hangers securely attached by a 2"by 8" wood backings. C. Each individual fixture supply shall be provided with chromium plated loose key I.P.S. stop valve. Deliver loose keys to Engineer. No rubber packing or composition seal shall be installed. Supplies shall be metal to metal only. 3.04 STERILIZATION OF PIPES: A. After preliminary purging of the system, chlorinate the entire potable water system in accordance with the current recommendations of the American Water Works Association. B. Chlorinate only when the buildings are unoccupied. Then thoroughly flush the entire potable water system. 15400 Page 5 of 6 I 3.05 CLEANING, TESTING AND ADJUSTING: I ' A. Flush water systems clean and make all tests required by jurisdictional authorities. , B. Make adjustments required to eliminate- noise and vibration as required for approval of the Engineer. PART 4 - GUARANTEES: Materials and equipment provided and/or installed under this section shall be guaranteed for a ' period of one (1) year from the date of final acceptance of the work by the Engineer. END OF SECTION 15400 ' 11 11 i I 15400 ' Page 6 of 6 , 110�� u f. p aJ Z � Q 791 Sr. �- Z� tmilSr DR g< o /141 f 7 PACIRC COAST tEG I SAAr'10 Ua �1 . 4�r44RD-lb i,, sAN . COAST$Cyw7T ••-pg. Ay SIDE DR 4 W OAgLT?j 19 8 BALBOABLYD. OCEAN BLVD. 17 tea,. z 23 y�or� 0 � -N, 21�BDA 2 22 20 10 8 25 NEWPORT PIER MAP OF FACILITIES I I MAP OF FACILITIES KEY ' 1 POLICE STATION 15 BEGONIA PARK 870 Santa Barbara Drive Begonia and First Avenues ' Newport Beach Corona.DelMar- 3 MARINER'S BRANCH LIBRARY 16 CHANNEL -PLACE PARK 2002 Dover Drive Channel Place at 44th Street ' Newport Beach Newport Beach 4 CORONA DEL MAR LIBRARY 17 INSPIRATION POINT ' 420 Marigold Avenue Ocean Blvd. at Orchid Avenue Corona Del Mar Corona Del Mar 5 BALBOA BRANCH LIBRARY 18 LAS ARENAS PARK 100 E. Balboa Blvd. Balboa Blvd. at 16th Street Balboa Balboa ' 6 ADMIN. GENERAL SERVICES BUILDING 19 LIDO PARK 592 Superior Avenue Via Lido at Entrance to Lido Isle Newport Beach Newport Beach 7 BALBOA PIER RESTROOMS 20 LOOKOUT POINT Base of Balboa Pier Ocean Blvd. at Goldenrod Avenue ' Balboa Corona Del Mar 8 MARINE DEPT HEADQUARTERS 21 NEWPORT ISLAND PARK Base of Newport Pier Marcus at 39th Street Newport Beach Newport Beach 9 BALBOA YACHT BASIN 22 WEST JETTY VIEW PARK 829 Harbor Island Drive Ocean Blvd. at Channel Road ' Newport Beach Balboa 10 MC FADDEN SQUARE RESTROOMS 23 WEST NEWPORT PARK ' 70 Newport Pier Seashore Drive at 57th Street Newport Beach Newport Beach 11 CITY ATTORNEY'S OFFICE 24 38TH STREET PARK 3300 Newport Boulevard Balboa Blvd. at 38th Street Newport Beach Newport Beach 12 PUBLIC WORKS DEPARTMENT 25 15TH STREET RESTROOMS 3300 Newport Blvd. 15th Street at Ocean Front ' Newport Beach Balboa 13 UTILITIES ADMIN. BUILDING 26 GALAXY PARK 949 W. 16th Street Galaxy Drive at Rigel Circle Newport Beach NewportBeach 14 CDM YOUTH CENTER 27 SPYGLASS RESERVOIR PARK 5th and Iris Avenues Muir Beach Circle Cul-De-Sac Corona Del Mar Newport Beach 0 I 1 PLANS Readily Achievable ADA Alterations TABLE OF CONTENTS Dated: 1-15-94 Barrier No. Department Facility BarrierDescription Photo No. Comments Sheet 'No. Map No. Page No. Police 18-02 Police Station Front Entry Door 18-02 1 1 1 1 18-04 Police Station Drinking Fountain 18-04 1 1 1 2 18-11 Police Station Handrails 18-11 1 1-2 1 3.4 Library 40-02 Mariners Front Entry Door 40-02 1-3 1 3 5 40.03 Mariners Drinking Fountain 40-03 1-2 1 3 6 40-04 Mariners Men's Restioom 40.04 1 1 3 7 40-05 Mariners Women's Restroorn 40-05 1-3 1 3 8 40-07 Mariners Furniture 40-07 1-3 1 3 9 40-12 Corona Del Mar Front Entry Door 40-12 1 1 4 10 40-13 Corona Del Mar Drinking Fountain 40-13 1-2 1-2 4 11-12 40-14 Corona Del Mar Men'sRestroom 40-14 1-3 1-2 4 13-14 40-15 Corona Del Mar Women's Restroom 40-15 1-2 1 4 15 40-18 Corona Del Mar Furniture 40-18 1-3 1 4 16 40-23 BalboaBranch Front Entry Doors 40-23 1-3 1 5 17 40-24 Balboa Branch Men' sRestioom 40-24 1-3 1-2 5 18-19 40-25 Balboa Branch Women'sRestroom 40-25 1-2 1 5 20 40-29 Balboa Branch Furniture 40-29 1-3 1 5 21 40-30 Balboa Branch Drinking Fountain 40-30 1-2 1 5 22 G' 40-32 BalboaBranch Signage 40-32 1 1 5 23 General Services 31-01.1 Administration Signage 1 6 24 31-01.2 Administration DoorHardware Conference Room 31-01 1 1 6 25 31-01.3 Administration Men'sReslroom 31-01 1-3 1 6 26 31-01.4 Administration Toilets 31-01 i-2 1 6 27 31-01.5 Administration Drinking Fountain 31-01 1 1 6 28 31-02.1 15th Street Restrooms Women's Restroom Stall Door 31-02 1-2 1 26 29 31.02.2 15th Street Restrooms Women's Restroom Si na a 31-02 1-3 1 25 30 31-05 Balboa Pier Restroom Drinking Fountain 31-05 1-2 12 7 31.32 ,Marine 28-01 Marine Headquarters Entry Door Hardware 28-01 1 1 8 33 28-02 Marine Headquarters Door Kick Plate 28-02 1 1 8 34 28-03 Marine Headquarters Signage 1 8 35 28-04 Marine Headquarters Threshold 28-04 1 1 8 36 28-05 Marine Headquaruxs Drinking Fountain (Inside) 28-05 1 1 8 37 28-07 Balboa Yacht Basin Signage 28-07 1-3 1 9 38 28-08 Balboa Yacht Basin Men's 28-08 1-3 1 9 39 28.09 Balboa Yacht Basin Access to Men's 28-09 1-2 1 9 40 28-11 Balboa Yacht Basin Women's 28-11 1.2 1 9 41 28-12 Balboa Yacht Basin Garage Office Signage 28-12 1.3 1 9 42 28-24 McFadden Square Grab Bars & Faucets en's 28-24 1-3 1.2 43.44 28-25 McFadden Square Grab Bars & Faucets omen's 28-25 1-3 .1-2 ID . • •45-46 28.26 McFadden Square Drinking Fountains 28 26 1-3 47.48 Attorney 05-02i Attorney I Stair Striping & I Handrails 05-02 1-3 1-3 11 49-51 0 I J 1 I _l u 1 1 I ties Signage ' 4L-U n_IN 42-16 Utilities Stair Striping 42-06 1 13 54 1 1-3 is 1 cc 42-07 1 1 Utilities I Drinking rutu uun 1 ` 4~- &R. Signage 75-05 75-12.1 Begonia Park Drinking Fountain 75-12 City to construct 1 15 58 1-3 concrete walk. 75-33.3 W. Newport Park Picnic Table 75.33 i-3 1-7 23 76.82 75-35 38th Street Park Drinking Fountain 75-35 1-3 1 24 83 75-0 Galaxy Park Drinking Fountain 75-0 1-3 1-2 26 84.85 ADA SPECIFICATION SHEET 86 APPENDIX 87 n H I 1 I 3•0� Cold" (0'.2� Co'-o�' �•�` 3 - Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. A PLAN SCALE:1/4'=l'-0' i 2 3 _a 4 _a ELEVATION SCALE:1/4'=l'-0' 1. PROVIDE NEW DOOR HEAD CLOSERS 2. PROVIDE NEW DOOR HEAD STOPS AT FOR BOTH ENTRY DOORS A & B. EACH PAIR OF DOORS. SEE PHOTO 18-02 (2) TYPICAL FOR ALL FOUR (4) DOORS. COLOR TO MATCH EXISTING DOORS. EXISTING CLOSER TYPE IS'JACKSON' 3. NEW DOOR CLOSERS: ADJUST PER ADA MODEL NO.20.330 CONCEALED HEAD SPECIFICATION NO.4.13.10 CLOSER. (2) l4ew F/NIRS of, DODltS W/ ��N�1Jic P1SF05;r'- OF Bxleml ' LCj KEYNOTES Barrlerttem No; 18.02 CITY OF NEWPORT BEACH Facility Name: POLICE STATION ELIMINATION OF BARRIERS Facility Address: 870 SANTA BARBARA Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet: 1 of:1 0 II I 1 [1 11 1 L' LJ i II 1 I f4v-:'# W PLAN SCALE:1/4"=l'-0" Dispose of all removed hems that will not be re -used unless requested otherwise by the City of Newport Beach. 1. SIDE ROUGH -IN WASTE LINES. 2. PROVIDE NEW GYPSUM BOARD WING WALL. 3 5/8" METAL STUDS WITH 518" GYPSUM DRYWALL ALL SIDES. PROVIDE NEW VINYL WALL COVERING AND RUBBER TOPSEf BASE TO MATCH ADJACENT WALLS. 3. INSTALL 1 X 6 WOOD (OAK) CAP ON TOP OF WING WALL. EASE ALL EDGES AND FINISH WITH 2 COATS OF CLEAR POLYURETHANE. OF LC ELEVATION SCALE:1/4"=1'-0• ��) KEYNOTES BawerDescriptiop: DRINKING FOUNTAIN AS SHOWN FamecTtetnNo: 18.04 CITY OF NEWPORT BEACH Facility Name: POLICE STATION ELIMINATION OF BARRIERS Facility Address: 870 SANTA BARBARA Pieparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast IHgbway, Newport Beach, CA 92663 Date: 8-6.93 HRP No: 9350 Sheet of:I 2 El r I I I 0 1 0 I I 1 I Z' / 1. PROVIDE NEW 1 1/2" OUTSIDE DIAMETER ALUMINUM HANDRAIL SYSTEM. RETURN RAIL TO WALL AND TERMINATE WITH END CAP. 2. PROVIDE NEW 1 1/2" OUTSIDE DIAMETER ALUMINUM HANDRAIL SYSTEM AT CENTER OFSTAIR. PROVIDEVERTICAL SUPPORTS AT EXISTING SUPPORT LOCATIONS.3. EXISTING CONCRETE _ 4. EXISTING CONCRETE STAIR. S. SUPPORT NEW HANDRAIL FROM EXISTING SUPPORT LOCATIONS. PATCH AND REPAIR (PAINT TO MATCH)AS REQUIRED). 6. NEW HANDRAIL EXTENSIONS - SEE SHEET 2 FOR DETAILS OF HANDRAIL DIMENSIONS. 1, PRoVi02 1pulPI04 1 WHITE PA10 ill WIDE I/y PP -OH isT#1r. Wosllljq Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. p G - a✓ 2 2 PLAN SCALE:1/8"=V-0" a KEYNOTES �{• Co a I s 3 6 G ELEVATION SCALE:1/8"=1'-0• b ELEVATION SCALE:1/8•=V-0' amerTtem Na: I8-12 CITY OF NEWPORT BEACH ELIT&NATION OF BARRIERS Facility Name: POLICE STATION Facility Address: 870 SANTA BAR13ARA Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP 13333WeACoaaHighway,Newport Contract No: C-2934 Beach, CA 92663 Scale: AS SHOWN 1 K 2I GGa�ranc� N ..8 �+- Sl 0 HANDRAIL SCALE:1/2"=r-o" HANDRAIL SCALE: 11/2"=r--o" Itt C;l .. O P HANDRAIL SCALE: 1/2"=r-o" p HANDRAIL SCALE: yr=r-o" Scale: AS SHOWN BatrieFltem No: fS-11 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: POLICE STATION Facility Address: 870 SANTA BARBARA Prepared by: , Plan No: B-5146-L HUTSON & ROME PARTNERSHIP 13333 Contract No: C-2934 WeA Coast Highway, Newport Beach, CA 92663 El 1% wig sag -P = t II Cc •0 1. PROVIDE NEW ALUMINUM NARROW STILE OFFSET DOOR MANUFACTURED BY U.S. ALUMINUM, COMPLETE WITH CYLINDERS AND ASTRIGAL LOCK AS _ 2. REQUIRED FOR COMPLETE INSTALLATION. CYLINDERS TO MATCH EXISTING LOCK MFG. EXISTING FLOOR PIVOT TO BE RE -USED. 3. NEW THRESHOLD MANUFACTURED BY PEMKO: MODEL NO. 271A. 4. EXISTING ALUMINUM /GLASS SIDE LITES TO REMAIN. 6. EXISTING WOOD DOOR HEAD. 6. EXISTING DOOR CLOSERS: ADJUST PER 'Z. ADA SPECIFICATION NO. 4,13.10 ' OR REPLACE TO CONFORM TO SPECIFICATION 7. NEW DOOR PULLS BY DOOR MFG. 8. NEW PANIC HARDWARE BY DOOR MFG. 9. EXISTING CONCRETE SLAB. 10. REMOVE EXISTING VINYL TILES TO INSTALL NEW THRESHOLD. Dispose of all removed items that will not it. EXISTING VINYL TILE FLOORING be re -used unless requested otherwise N. 60,55 TO tE jEMpERED by the City of Newport Beach. M!5r0-.- 01= 1�1 PLAN SCALE:1/4•=r-V KEYNOTES IF rOD ' • • �1 G ELEVATION SCALE:1/4•=V-o• a THRESHOLD SCALE:3•-,-0' Batx%erDescriptiop: FRONTENTR DOOR AS3HOWN Diri*ttem No, 40.02 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: MARINERS LIBRARY Facility Address: 2002 DOVER DRIVE PrePre4 by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coati Highway, Newport Beach, CA 92663 Date: 8.6-93 HRP No: 9350 Sheet: 1 Of.. I r I I I I Ll I Fj 1 I ll 0 1 H W PLAN SCALE: 1/4" -0" __j 1. EXISTING DRINKING FOUNTAIN TO REMAIN 2. PLUMBING ACCESS PANEL TO REMAIN. 3. INSTALL NEW PULL -DOWN CUP' HOLDERIDISPENSER TO WALL. MOUNT BOTTOM OF DISPENSER AT+ 48" ABOVE THE FINISH FLOOR. LC) ELEVATION SCALE:1/4"=l'-0• b) KEYNOTES.. HatrlexDescxtpuon: DRINKING fOUNTAIN I3drrierTtem No:' ' 40.03 ' ',,_ • ' Facility Name: MARINERS LIBRARY Facility Address: 2002 DOVER DRIVE Plan No: B-5146-I, Contract No: C-2934 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Preparcdby: FIUTSON 8c ROME PARTNERSHIP 3333 Well Cowl Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 I IRP No: 9350 Sheet: of:I 2 I 11 A 11 I I T$il 2 E::] In Co e� SIGH 'f0 BEAD ; � Tf♦Is REsti;ooM 15 WOO PURUIPMD POP QISAgI-ED {GG£55 To QslUd RE5TRaoNI A PLAN SCALE; 1/4"=V-0" 1. EXISTING URINAL TO REMAIN. 2. EXISTING SINK TO REMAIN. 3. EXISTING TOILET TO REMAIN. 4. EXISTING TOILET PAPER DISPENSER TO REMAIN. ' G 5. EXISTING DOOR TO REMAIN. 6. EXISTING FLOORING TO REMAIN. 7. EXISTING DOOR: INSTALL NEW LEVER " STYLE HARDWARE "SCHLAGE MODEL Stet, NO: D50PD RHODES SERIES FINISH TO BE CHROME PLATED. 626 SATIN 8. NOT USED 1 It DOOR SIGN 2E.'flzooM LETTMRS'fo SE O9. 0 WHM ;iE;LVETIfI dF.5ACKGROLIODSIYL9ToSE /2IItahl. 610r To MATG14 t(► ,DJACF- I r ADA 5IC4r FIN:SN. lo, pooFR sIGN "RESTRooH °: f'BR ADP sez-riod M.P. TEKT To P-e#D as prszis6b IN THe 6v4I4 of-ToNIL. I eTmsm To flE RPISF.a, 1ARITS 04 5we ph'KyRoUl D sTYLB To BE HEI,VETIcP mrN vie To FIT, FFo,4DP- CgRAAE 2 SK?ILl.B PtJa MA1TE ANIaN ELEVATION SCALE:1/4"=r-o" p KEYNOTES Scale: AS SHOWN l�a�;er Item xu: 40-04 CITY OF NEWPORT BEACH Facility Name: MARINERS LIBRARY ELIMINATION OF BARRIERS Facility Address: 2002 DOVER DRIVE Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 i m i 9 3 1. EXISTING DOOR: INSTALL NEW LEVER STYLE HARDWARE "SCHLAGE MODEL NO: D50PD RHODES SERIES FINISH TO BE 626 SATIN CHROME PLATED. �L 2. REMOVE EXISTING TOILET DISPENSER TONEWLLOCATONEPATCH AND REPAIR AREA WHERE REMOVED. l,pt 3. NEW TOILET PAPER DISPENSER RoNT 4. LOCATION. EXISTING PAPER TOWEL DISPENSER TO 5. REMAIN. EXISTING SINK TO REMAIN. 6. EXISTING GRAB BARS TO REMAIN. 7. DOOR SIGN "WOMEN": CIRCLE- PROVIDE PER UBC SECTION 511.1.6. "WOMEN": 8. DOOR SIGN PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND MATTE FINISH. 9. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. A PLAN SCALE:1/4"=1--o" $ KEYNOTES 1I SIGN TO READ. THIS RESTROOM IS Q Y PARTIALLY EQUIPPED FOR DISABLED ACCESS. aQ ItOp ' 2l1 C ELEVATION SCALE:1/4"=1'-0' {� Bar�erDescriptlop: WOIY ENS RESTROOM AS ScaleHOWN Barrier lt�mNO; 40-05 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: MARINERS LIBRARY Facility Address: 2002 DOVER DRIVE Pre �y . Plan No: B-5146-L HUTSON & ROME PARTNERSHIP 1 Contract No: C-2934 3333 WestCoazt Highway, Newport Beacb; CA 92663 t, •• �. *.._..._ i j i 2 3 0 oC I—ds— Q ---- PLAN SCALE:1/4"=l'-0• .B CLEAR PATH SCALE:1/4-=1,-0- 1. PROVIDE (2) NEW WOOD LIBRARY TABLES F AS SHOWN. MODEL NO.82W 3660'(COLOR AS SELECTED BY LIBRARIAN). MANUFACTURED BY LIBRARY BUREAU INC. (315) 866-1330 x X 2. RE -USE EXISTING SEATING. 31 3. REMOVE (2) EXISTING TABLES AT THE DIRECTION OF THE LIBRARIAN AND _ — REPLACE NEW TABLES IN A LOCATION WITH CLEAR FLOOR SPACE AS SHOWN. N N 4. CLEAR SPACE REQUIRED FOR WHEELCHAIR ACCESS. N � 21 �11 MIN. GLFAIZ G ELEVATION SCALE: 1/4"=1'-0' p KEYNOTES 7771 Battier Desedpdo0: Ffj.J i M _ AS SHOWN 139tder1(em No; 40.07 CITY OF NEWPORT BEACH Facility Name: MARINERS LIBRARY ELIMINATION OF BARRIERS Facility Address: 2002 DOVER DRWE Pcepareahyc Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333WeAC=Highway, Newport Beach,CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: 1' of, I J & (p 1. PROVIDE NEW 1 314"X 4" NATURAL ' ALUMINUM STOREFRONT SYSTEM FOR SIDE LIGHT AND TRANSOM OVER DOOR, 2. NEW FLOOR PIVOT T T 3. NEW 3'-0" WIDE X T-W HIGH NARROW ' STILE STOREFRONT DOOR. FINISH TO BE CLEAR ANODIZED ALUMINUM. PROVIDE ALL HARDWARE AND ' MATERIALS FOR COMPLETE INSTALLATION. 4. CLEAR TEMPERED GLASS 318' THICK 5. NEW HEAD CLOSER: ADJUST PER ADA ' SPECIFICATION NO.4.13.10 mmova i ply br 5X, ' Dispose of all removed hems that will not be re -used unless requested otherwise by the City of Newport Beach. ' A PLAN $ KEYNOTES SCALE:1/4"=,-0• o ' ¢ 9 ' c ELEVATION SCALE:1/4•--V-0' b ' RONT,ENT DOOR AssHOwN HatzierDeseiptloa: .Y ' CITY OF NEWPORT BEACH Date: 8.6-93 BiaeilteMNo-, 40-12 ELIMINNAnON OF BARRIERS No: 9350 Facility Name: LIBRARY SHRP Facility Address: 420 MARIGOLD Pre by. E 1 1 Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 of: I 10 1 I tt 1. PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. A 2. NEW5"WIDE-BYWHIG14CCNCREi'c' J:'CTjti& �Dp I 3. EXISTING SIDEWALK 4. NEW 4' THICK CONCRETE SLAB .77 PROVIDE LIGHT BROOM FINISH 5. PARALLEL WITH SIDEWALK. PROVIDE 6"X ¢¢" #10,#10 WWM OVER SAND BASE. Z'TYfPo' • 6. EXISTING CONCRETE BENCH AREA �p 7. EXISTING GRASS AREA Q 8. 1/2" DEEP TOOLED JOINT ES SIDE'O 9. PROVIDE I/2"WIDE SEPARATION r G OUNT BETWEEN EXISTING CONCRETE AND CURB, FILL WITH Dispose of all removed items that will not be re -used unless requested otherwise, by the City of Newport Beach. A PLAN SCALE: 1/4"=,'0• KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and Install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall lie schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. � 4 14 Li U ._- {6l C ELEVATION SCALE:1/4"=V-0" o SECTION SCALE:1"=1'-O" B2rrierltemA* .. 40-13 CITY OF NEWPORT BEACH Facility Name: LIBRARY ELIMINATION OF BARRIERS Facility Address: 420 MARIGOLD Prepared hyc Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333WeslCoastHIShwayNewport Beach, CA 92663 Scale: ASSHOWN Date: 8.6-93 HRP No: 9350 Sheet: 1 of. 2 11 I I I I nn • #�J lax • � � . t2 �` _ �. ►t 1. NEW DRINKING FOUNTAIN 2. NEW CONCRETE )=b�N6 3. EXISTING SIDEWALK 4. EXISTING FLAGPOLE 5. EXISTING CONCRETE PAD 6. EXISTING TREE WELL 7. EXISTING DRAIN LINE TO FACE OF CURB. TIE IN NEW 1 1/2" DRAIN BELOW GRADE. PATCH AND REPAIR AS REQUIRED. 8. EXISTING WALKWAY TO ENTRANCE 9. EXISTING BICYCLE RACK 10. EXISTING DRINKING FOUNTAIN -TIE INTO EXISTING WATER SUPPLY FOR NEW DRINKING FOUNTAIN FOR P.O.C. 11. NEW IVSUPPLY LINE 12. NEW 1 1/2' DRAIN LINE 13. ANCHOR BOLTS PER MFG. S75ANLt�`9iL, 14. ACCESS PANEL 16. /.GGEssIBLE SIDa (A) BASE DETAIL SCALE:1'=l'-0' �8) KEYNOTES IPLAN SCALE:1/8"=V-0' I BarrlerDescriptioa: MKWG3w• FOi �' A1N AS SHOWN BaaierltetnNO: 40,13 CITY OF NEWPORT BEACH ELRvHNATION OF BARRIERS Facility Name: LIBRARY Facility Address: 420 MARIGOLD Preparedbjc Plan No: B-5146-L HUrsoN ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 12.I /�- 1. REMOVE GRAB BAR 2. REMOVE CERAMIC TILE FLOOR & WALL, PATCH AS REQUIRED FOR NEW FINISHES 3. REMOVE LAVATORY 4. REMOVE TOILET I 5. REMOVE URINAL 6. REMOVE FLOORING —AU. 7. INSTALL NEW SHEET VINYL FLOORING 8. RELOCATE TOILET PAPER HOLDER 9. INSTALL NEW 48' LONG GRAB BAR 10. INSTALL NEW 36' GRAB BAR 11. INSTALL NEW TOILET 12. INSTALL NEW LAVATORY 1 3 13. RELOCATE MIRROR 14. REPAINT WALLS TO MATCH EXISTING 15. INSULATE HOT WATER LINES AND DRAIN 16. INSTALL NEW MARLITE PANELS TO+48' 17t IztF-I-fkiNT Tb NhT6 -+WALL1 MfAl w/ NNW w, F AZYWAt, R Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. A DEMO PLAN SCALE:1/4'=l'-0• $ KEYNOTES � 11 ►7 121t to A&n I MIN, Ib V5 IS° II MIIJ. IS G FLOOR PLAN SCALE:1/4'=1'-0' p ELEVATION SCALE:1/4"=1'-0' BdalerTtem Nv: 40-14 CITY OF NEWPORT BEACH Facility Name: LIBRARY ELIMINATION OF BARRIERS Facility Address: 420 MARIGOLD F333P3 edby: Plan No: B-5146-L ON d: ROME PARTNERSHIP Contract No: C-2934 West CoastHighway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 5-6-93 HRP No: 9350 Sheet: 1 of: 2 13 1. REPAINT WALLS TO MATCH EXISTING 2 2. INSTALL NEW MARLITE PANELS TO +48' 3. INSTALL NEW 48" LONG GRAB BAR 4. INSTALL NEW TOILET: AMERICAN STANDARD MODEL NO.3043.102 WITH FLUSH VALVE TO WIDE SIDE OF STALL. 5. RELOCATE TOILET PAPER HOLDER 3 6, INSULATE HOT WATER LINES AND DRAIN 7. INSTALL NEW LAVATORY AMERICAN STANDARD -MODEL NO, 0355.012. PROVIDE HERITAGE FAUCETS WITH WRIST BLADE HANDLES. 8. DOOR SIGN "UNISEX' : CIRCLE WITH TRIANGLE SUPERIMPOSED PER UBC . SECTION 511.16 s 9 OR SIGN mUNISEX7.- PER ADA SEC a N( TON A4 0. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVEfICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND MATTE Gj (2 FINISH. 10. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. I I, �ErAIrrf G51LlN6 1vPATCH WPL6, A ELEVATION SCALE:1/4"=1'-0' KEYNOTES �[A I 2 a =io a % SIGN TO READ: UNISEX THIS RESTROOM IS EQUIPPED FOR s DISABLED ACCESS. M �D c ELEVATION SCALE:1/4'=V-W n ELEVATION SCALE:1/4'=l'-0' BatxierDesctiptlou: MEN S SIROOM AS SHO" 13ati1'erTlemlQo; 40-14 CITY OF NEWPORT BEACH Facility Name: LIBRARY ELIMINATION OF BARRIERS Facility Address: 420 MARIGOLD [EEWew bby: Plan No: B-5146-L N i ROME PARTNERSHIP Contract No: C-2934 Co Highway, Newport Beacb, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: 2 of: 2 14 1. DOOR SIGN "RESTROOM": PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED IN THE SIGN DETAIL. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 /V\ BRAILLE AND MATTE FINISH. 2. DOOR SIGN "RESTROOM" LETTERS TO BE WHITE ON BLUE BACKGROUND STYLE TO HELVETICA 1 1/2" HIGH. SIGN TO MATCH ADJACENT ADA SIGN FINISH. � 2 PLAN SCALE:1/4"=l'-0" KEYNOTES I -2 SIGN TO READ: THIS RESTROOM IS NOT EQUIPPED FOR tt DISABLED ACCESS. 10 SIGN TO READ: RESTROO M I �It ELEVATION SCALE:1/4"=V-0" d DOOR SIGNS SCALE:I"--V-0' ;Batxiet DeseripUoa; WOMET rSv RESf.00M AS SHOWN Har i¢rl(OU ; ' 40-15' CITY OF NEWPORT BEACH Facility Name: LIBRARY ELIMINATION OF BARRIERS Facility Address: 420 MARIGOLD Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beacb, CA 92663 Date: 8.6-93 HRP No: 9350 Sheet: of: I p11YN'•• t p, A' �1 71 _ ibx f 1 , 310' 3 T-co` Glean 1A _L J �V A PLAN SCALE:1/4'=V-0' CLEAR PATH SCALE:1/4'=1'-0' 1. PROVIDE (I•) NEW WOOD LIBRARY TABLE, AS F SHOWN. MODEL NO.82W 3660 (COLOR AS £ SELECTED BY LIBRARIAN). MANUFACTURED BY LIBRARY BUREAU INC. (315) 866-1330 9j 2. RE -USE EXISTING SEATING. 3. REMOVE (1) EXISTING TABLE' ATTHE Z• �_ DIRECTION OF THE LIBRARIAN AND �y. REPLACE NEW TABLE . IN A LOCATION ! WITH CLEAR FLOOR SPACE AS SHOWN. 4. CLEAR SPACE REQUIRED FOR WHEELCHAIR ACCESS. L CC G� I I� 2•Co Min dtar G ELEVATION SCALE:1/4'=r-o• n KEYNOTES BatrierDescciptiop: FUR1•"l;l i Un AS SHOWN BatrierTtemNO: 40•I8 CITY OF NEWPORT BEACH Facility Name: LIBRARY ELIMINATION OF BARRIERS Facility Address: 420 MARIGOLD F333P3 edby: Plan No: B-5146-L ON & ROME PARTNERSHIP Contract No: C-2934 est CoastHigbway, Newport Beach, CA 92663 16 1. PROVIDE NEW ALUMINUM NARROW STILE OFFSET DOOR MANUFACTURED BY U.S. ALUMINUM, COMPLETE WITH y { II �: • O CYLINDERS AND ASTRIGAL LOCK AS REQUIRED FOR COMPLETE INSTALLATION. A y S ar CYLINDERS TO MATCH EXISTING LOCK MFG. 2. PROVIDE AND INSTALL NEW FLOOR PIVOT/CLOSER. ADJUST PER ADA SPECIFICATION NO.4.13,10 3. NEW THRESHOLD MANUFACTURED BY PEMKO: MODEL NO.271A. 4. PROVIDE NEW 1 3(4" X 41/2" ALUMINUM / GLASS SIDE LITES AND TRANSOM TO MATCH DOORS. 5. EXISTING WOOD CORNER TO REMAIN. 6. 3/8" CLEAR TEMPERED GLASS (TYPICAL) 7. NEW DOOR PULLS BY DOOR MFG. 8. NEW PANIC HARDWARE BY DOOR MFG. 9. EXISTING CONCRETE SLAB. I 3 2 10. REMOVE EXISTING VINYL TILES TO INSTALL Dispose of all removed Gems that wi not 11 NEW THRESHOLD IF REQUIRED. EXISTING CONCRETE FLOORING TO be re -used unless requested, otherwise . REMAIN. by the City of Newport Beach. • I ¢, AL.A55 A PLAN SCALE:1/4"=l'-W KEYNOTES A. 7 � 10 O ro .4 G ELEVATION SCALE: 1/4"=11" !� THRESHOLD SCALE: 3"=11-00 BatxxerDestixi""" FRONT ENTRY DWRS I AS SHOWN Ba—fn Ttem 40-23 "_'• CITY OF NEWPORT BEACH Facility Name: LIBRARY ELRvIINAnON OF BARRIERS Facility Address: 100 E. BALBOA BLVD. Preparedby. Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 17 0 11 ` 2 1. EXISTING TOILET PAPER HOLDER TO BE _ --1 RELOCATED 2. NEW TOILET PAPER HOLDER LOCATION. - INSTALL AT +24" ABOVE FINISH FLOOR. "RESTROOM": 3. DOOR SIGN PER ADA SECTION A4.30. SEE DETAIL SHEET 2. 4. DOOR SIGN "RESTROOM"• SEE DETAIL''t) SHEET 2. S. DOOR SIGN 'UNISEX":CIRCLE WITH TRIANGLE SUPERIMPOSED PER UBC SECTION 511.16 6. DOOR SIGN "UNISEX": PER ADA SECTION A4.30. �O 3 G p A PLAN FTKEYNOTES SCALE:1/4"=V-0" G 17 G A Q DOOR SCALE:1/4"=V-0' DOOR SCALE:1/4"=V-0" Scale: ASSHOWN Barra gmffiNos . 40-24 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: LIBRARY Facility Address: 100 E. BALBOA BLVD. Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 m 1 ' 1. DOOR SIGN'UNISEX" : CIRCLE WITH TRIANGLE SUPERIMPOSED PER UBC SECTION 511.16 2. DOOR SIGN "RESTROOM": PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE -RAISED, WHITE ON BLUE, BACKGROUND, ' STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE-2 BRAILLE AND MATTE FINISH. 3. DOOR SIGN "RESTROOM' LETTERS TO BE ' WHITE ON BLUE BACKGROUND STYLE TO HELVETICA 1 1/2" HIGH. SIGN TO MATCH ADJACENT ADA SIGN FINISH. . 4. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. ' 3 A DOOR SIGN SCALE:1"=V-0' $ KEYNOTES 2 SIGN TO READ: ' THIS RESTROOM IS PARTIALLY EQUIPPED 3 ' FOR DISABLED ACCESS. 3 ENTER OTHER DOOR SIGN TO READ: ' SIGN TO READ: RESTROOM THIS RESTROOM IS �l ' PARTIALLY EQUIPPED FOR DISABLED ACCESS. 8t� ' C DOOR SIGN SCALE:1'=r-0• b DOOR SIGN SCALE:1'=r-0• ' T atxiecAescriptioa: ' MEN' JET A n7 ROOMAS SHOWN BaulerltemNo; 40.24•. CITY OF NEWPORT BEACH Date: 8.6-93 Facility Name: LIBRARY ELIMINATYON OF BARRIERS HRP No: 9350 ' Facility Address: 100 E. BALBOA BLVD. Sheet: Plan No: B-5146-L Prepereaby. 2 Contract No: C-2934 H ROME PARTNERSHIP 3333 33 West Coast oari H3gttway, Newport Beach, CA 92663 Of: 2 19 41 wY'i• 1 1. DOOR SIGN "RESTROOM": PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND MATTE FINISH. 2. DOOR SIGN E " LETTERS TO BE a O WHITE ON BLUE BACKGROUND STYLE TO HELVETICA 1 1/2" HIGH. SIGN TO MATCH ADJACENT ADA SIGN FINISH. 3. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. 2 A FLOOR PLAN SCALE:1/4"=1'-0" $ KEYNOTES 'SIGN TO READ: THIS RESTROOM IS NOT EQUIPPED —100 FOR DISABLED ACCESS PLEASE USE OTHER Ott 3 RESTROOM p 00 SIGN TO READ: RESTROOM 1 �il 2 DOOR SCALE:1/4"=V-0" DOOR SIGN SCALE: I!=1'-0' Scale: AS SHOWN BarlierltetnNo: ••40-2 CITY OF NEWPORT BEACH Facility Name: LIBRARY I ELIM NATION OF BARRIERS Facility Address: 10013. BALBOA BLVD. Pteparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 20 s a 11 I I A I 3' o" ;, = o °' 4 in b- N L 1_ 0 -- --- — t •.c _� A PLAN SCALE:1/e=1--o• $ CLEAR PATH SCALE:1/4•=r-o• E 1. PROVIDE (I) NEW WOOD LIBRARY TABLE AS SHOWN. MODEL NO.82W 3660 (COLOR AS ,f h SELECTED BY LIBRARIAN). MANUFACTURED BY LIBRARY BUREAU INC. (315) 866.1330 �j 2. 3. RE -USE EXISTING SEATING. REMOVE (1) EXISTING TABLE AT THE Q DIRECTION OF THE REPLACE NEW TABLE. N A LOTION 4. WITH CLEAR FLOOR SPACE AS SHOWN. CLEAR SPACE REQUIRED FOR JO WHEELCHAIR ACCESS. i M►n• G� G ELEVATION SCALE:1/4'=r-o• KEYNOTES BatxierAescriplio0: FURNITURE —71 HarrferTtetnNo: 40-29 CITY OF NEWPORT BEACH ELRv1INATION OF BARRIERS Facility Name: LIBRARY Facility Address: 100 E. BALBOA BLVD. Prepared by: Plan No: B-5146-L HU MON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beacb. CA 92663 Scale: I AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet: of: 1 21 rl h 1 �r1 '! �ytT .� • �+M., ,3 �•:li� ye is +:y„t • •�Y'fc nb�•6 �"r�� � ! S 1 �'I �� • �' ^ *ram r T'�. r�x91' •'•• � ram' .'1~�s�I� : y'�y.' •1•A f� N�iii f_ li..1 yfhti.���fl I r 1. EXISTING DRINKING FOUNTAIN TO REMAIN 2. PLUMBING ACCESS PANEL TO REMAIN. 3. INSTALL NEW PULL -DOWN CUP HOLDERIDISPENSER TO WALL. MOUNT BOTTOM OF DISPENSER AT+ 4V ABOVE THE FINISH FLOOR. I Tr PLAN SCALE: 1/4"=, -o" KEYNOTES. I 0 ELEVATION SCALE:1/4"=V-0" Bm1ierltem-No:.' 40:30 ' CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: LIBRARY Facility Address: I00E.BALB0ABLVD' Plan No: B-5146-L Pmparedby: HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beacb, CA 92663 Scale: AS SHOWN Date: 8-6-93 IIRP No: 9350 ' Sheet: of. I 22 4AW 4, 1, 1. DOOR SIGN PER UNIFORM SIGN CODE SECTION 31-1. TEXT TO READ AS DESCRIBED. LETTERS TO BE WHITE BLUE BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. 2. SIGN TO BE ATTACHED TO GLASS WITH TON SELF ADHESIVE FRONT INSTALLED ON INTERIOR TO READ THROUGH GLASS A PLAN SCALE:1/4"=l'-0. $ KEYNOTES � t � 2 N DOOR SCALE: 1/4"=l'-0' b DOO R SIGN SCALE: V--l'-V "w"eXDesed"tioa. SIGNAOE AS SHOWN BariierTtemNo: 4N; 2 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: LIBRARY Facility Address: 100 E. BALBOA BLVD. hepazeaby: Plan No: B-5146-L tttrrsoN ROMe PARTNERSHIP Contract No: C-2934 3333WestCoastFTighwmy, Newport Beacb,CA 92663 Date: 8.6.93 HRP No: 9350 Sheet: 1 of 1 23 0 Y�� 1. DOOR SIGN "MEN" : TRIANGLE PER UBC SECTION 511.16 �It 2. DOOR SIGN "WOMEN" : CIRCLE PER UBC SECTION 511.16 3. DOOR SIGN "MEN": PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE 4. GRADE 2 BRAILLE AND MATTE FINISH. DOOR SIGN "WOMEN": PER ADA M SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND MATTE 1 1 yyp�j�Y� Gj� IAOi• 5. FINISH. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. PARTIAL PLAN SCALE:1/8"=V-0" KEYNOTES 3 2 4 8" SIGN TO READ: MEN TIALLY EQUIPPED s (� DISABLED ACCESS. EN LILFOR IALLY EQUIPPED DISABLED ACCESS. 0 Man'y Wont,¢rty Z DOOR SCALE:1/4"=1•-0" DOOR DETAIL SCALE: I'=l'-0- Scale: ASSHOWN Banieritem No: ' ' 31•01;1- CITY OF NEWPORT BEACH Facility Name: ADMIl•IISTRATION ELIMINATION OF BARRIERS Facility Address: 592 SUPERIOR AVENUE Pceparedbyi Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 1. REMOVE EXISTING CYLINDER LOCKSET AND REPLACE WITH NEW SCHLAGE'D' �! SERIES NO. D70PD CLASSROOM LOCK. FINISH TO BE 626 TO MATCH EXISTING i 0� QY• LOCKSETS AND LEVER HANDLE TO BE 'RHODES'. VERIFY LOCKSET WITH CITY PRIOR TO INSTALLATION. 'KEY LOCK TO © MATCH EXISTING. 2. REPLACE LOCKSETS ON MEN'S LOCKER ROOM (2) TOTAL AND WOMEN'S LOCKER ROOM (1) TOTAL SIMILAR TO MEETING ROOM DOOR. FIELD VERIFY LOCKSET TYPES WITH EACH ROOM. L I���� fir'• A PLAN SCALE:1/4•=1'.o' $ KEYNOTES I O2 a.. G DOOR SCALE:1/4'=1'-0' b Batriecl)escriptioa< DOOR HARDWARE (cor R. xc ROONO JASSHOWN BerriorttemN4; ''31.01.. CITY OF NEWPORT BEACH Facility Name: ADMINISTRATION ELIMINATION OF BARRIERS Facility Address: 592 SUPERIOR AVENUE heparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 13333WegC=Ibgb"Y,Ne%rl%Beacl],CA 92663 Date: 8.6-93 HRP No: 9350 Sheet 1 of. I 25 44 PLAN SCALE.114•=T-0• M pit-t�sco..� 4 0 �jJ wGe, 5%n"tw rtd crn"t_ d Aec"4 rhtm. ac►. ra qf,r PAvto t: c c•ac.+o . u tt, 1. EXISTING LOCKERS TO REMAIN. 2. REMOVE PORTION OF EXISTING BENCH TO ALLOW A CLEAR AISLE SPACE AS SHOWN. 3. EXISTING STEEL BENCH SUPPORT. 4. RE -INSTALL WOOD END CAP WITH RECESSED ANCHORS AND CAP TO MATCH EXISTING CONCEALED CONDITION. 5. REMOVE END PORTION OF BENCH AS REQUIRED FOR CLEAR AISLE WIDTH AS SHOWN. PATCH FLOOR AS REQUIRED AND RE -INSTALL OVERHEAD CLOTHES OAR. O7771 711111 Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. BENCH DETAILS SCALE:1•=r-o• D KEYNOTES Scale: AS SHOWN BatrjerTtemNO; 31•Ui.3 CITY OF NEWPORT BEACH Facility Name: ADMINISTRATION ELIMINATION OF BARRIERS Facility Address: 592 SUPERIOR AVENUE Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 i G 26 t�itfY l',Hri i� �V �',� •F�v I, 1 I f 1 1 maw rk till •.. '- ��I>:sii-Ll ae...�l! a'• ``�1�xA4TJ.M� ��1y{t1i+ jji 1y ������� s� lY•�\�44•!. ivi..._• F: ii.:iz.��F.-r .l c•. 4 i .. ,1 t• tr 'r.i RJI. I 1 }s r •�I l v xfi, x.. �� •r'ra ni,r' � i"`�ncp leE � �= t `i'.e rt L; 'Y�•:l..nnnn YEQ�FFn. 3 1. INSTALL NEW TOILET IN MEN'S ACCESSIBLE TOILET STALL: AMERICAN STANDARD MODEL NO.3043.102 WITH FLUSH VALVE TO WIDE SIDE OF STALL 2. INSTALL NEW TOILET IN WOMEN'S ACCESSIBLE TOILET STALL: AMERICAN STANDARD MODEL NO.3043.102 WITH FLUSH VALVE TO WIDE -SIDE OF STALL 3. EXISTING SUPPLY LINE TO FLUSH VALVE ' LOCATION. Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. A MEN'S ROOM SCALE:1/,V=1'-0• $ KEYNOTES 3 _ 2 c WOMEN'S SCALE:1/4'=1'-0• -- ELEVATION SCALE:1/a•=1'.0' Batxier Desodpilow. 0j't TS scale: SHOWN BaaierYtemNo: ''3`I-a1:4 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: ADMINISTRATION Facility Address: 592 SUPERIOR AVENUE Prepareaby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6.93 HRP No: 9350 Sheet 1 of* 1 27 I E 'r ' r C Q = J (� 1. PROVIDE NEW HAWS DRINKING FOUNTAIN MODEL NO.AWCR Co- ZFIGH / LOW DRINKING FOUNTAIN. INSTALL WITH SIDE ROUGH -IN ASTE LINES, 2. PROVIDE NEW GYP UM BOARD WING WALL 3 SW METAL STUDS WITH Sl8' GYPSUM DRYWALLALL.SIDES. PROVIDE NEW VINYL WALL COVERING AND RUBBER TOPSET BASE TO MATCH ADJACENT WALLS. ' 3. INSTALL 1 X 6 WOOD (OAK) CAP ON TOP OF WING WALL EASE ALL EDGES AND Z 2 FINISH WITH 2 COATS OF CLEAR POLYURETHANE. ' 4. REMOVE AND RE -HANG EXISTING ART WORK UPON COMPLETION. ' Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. PLAN SCALE: KEYNOTES ' 3 ¢ T' _ T 1 1 N 1 ELEVATION SCALE:1/4'=1'-0' h AaCdeCDesCtigkiUa: DMNMG FOUNTMN A SHOWN BarrierltentNo: SI.013, CITY OF NEWPORT BEACH Date: 8.6-93 ' ' EL134NATION OF BARRIERS HRP No: 9350 Sheet 1 -Of.l Facility Name: ADMINISTRATION Facility Address: 592 SUPERIOR AVENUE Plan No: B-5146-L Contract No: C-2934 y. UTSON & ROME PARTNERSHIP HUTSON 3333West CoutHighway, NewportBeach,CA 92669 28 1. NEW PLASTIC LAMINATE TOILET PARTITION SYSTEM. MATCH EXISTING COLOR AND TYPE (PEDESTAL MOUNT WITH FULL HEIGHT PILASTERS) MANUFACTURER TO BE BOBRICK WASHROOM EQUIPMENT INC. 2. NEW 3'-0" WIDE TOILET PARTITION DOOR WITH LATCH AND COAT HOOK. MATCH 2. EXISTING AND FINISH. 3. EXISTING CERAM CRTI ESEATTO REMAIN. 4. NEW FULL HEIGHT PILASTER AT 90 DEGREE CORNER. MATCH EXISTING PILASTER. 5. EXISTING TOILET PARTITION TO REMAIN. 6. EXISTING TOILET TOREMAIN. G APARTIAL PLAN SCALE:1/4"=1'-0" KEYNOTES ' 3 G ELEVATION SCALE:1/4"=1'-0• Barrier Item No:. 31:03.1 1 CITY OF NEWPORT BEACH Facility Name: 15TH STREET RESTROOMS ELIMINATION OF BARRIERS Facility Address: 15TH ST. & BALBOA prepareaby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333WestCoastHighway,Newport Beacb,CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet: of: I 1 I 1 I 1. NEW SIGNAGE PER DETAIL "D" 2. EXISTING CORNER POST. 3. OVERHANG ABOVE 4. NORTRENTRYTOWOMEN'STOILET ROOM. 5. EXISTING SIGN TO REMAIN 6. EXISTING CONCRETE BLOCK WALL. 7. DOOR SIGN "WOMEN": CIRCLE PER UBC 8 SECTION 511.16 8. DOOR SIGN "MEN": TRIANGLE PER UBC I % SECTION 511.1601 , 9. DOOR SIGN "MEN": PER ADA I 10 SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE W d M�� 10 HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND MATTE FINISH. 1�00 01 10. DOOR SIGN "WOMEN": PER ADA SECTION A4.30. TEXT TO READ AS 8 DESCRIBED, LETTERS TO BE RAISED, ON BAC T. STYLE TO BE H LIVETICA ANTE D SIZEKTOO _ PROVIDE GRADE 2 BRAILLE AND MATTE FINISH. 2. 11. ATTACH SIGN WITH DOUBLE SIDED FOAM I TAPE TOP AND BOTTOM. A PARTIAL PLAN SCALE:1/8'=-V-0" KEYNOTES NOTE SIGN TO READ: THE WOMEN'S NORTH SIDE RESTROOM . OTHER Q tt ENTRY FOR WOMEN'S RESTROOM IS SIMILAR BUT OPPOSITE HAND. INSTALL SIGNAGE FOR MEN'S C/ MEN PARTIALLY EQUIPPED RESTROOM SIMILAR TO WOMEN'S. PROVIDE FOR DISABLED ACCESS. FOUR SETS OF SIGNAGE TOTAL. SIGN TO READ: �j WOMEN PARTIALLY EQUIPPED FOR DISABLED ACCESS. �0 II I 1 I _ 12t1 �N �9 ELEVATION SCALE:1/8"=1'-0" n DOOR DETAIL SCALE: 10=1'-ON Aatz erDesccipUoa; REST .0OM 'SIGNAM BatnerlttemNo; ' 31.022' ' CITY OF NEWPORT BEACH Facility Name: 15TH STREET RESTROOMS I I ELIMINATION OF BARRIERS Facility Address: 15TH ST. & BALBOA Prepacedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast HIghway, Newpoit Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet: 1 of: I 1. PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. 2. EXISTING CONCRETE BLOCK WALL 3 3. EXISTING DRINKING FOUNTAIN 4. EXISTING CONCRETE BLOCK WALL 5. EXISTING CONCRETE SIDEWALK ACCESSIBLE SIDE 0 FOUNTAIN A PLAN SCALE:1/4"=,'-0" !'� KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. 2 I 5 D. Provide and install only "sweep" type fittings on drain lines. E. Provide and install Haws Model 6248.60 self -closing bib faucet with this drinking fountain. G ELEVATION SCALE:1/4'=—V.0" BarrterDescrlptloa< DRJNMGF0TJNTA1N AS SHOWN BartierltemNo: 8I-05 " CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: BALBOA PIER RESTROOM Facility Address: BASE OF BALBOA PIER Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6-93 BRPNo: 9350 Sheet: of:2 31 �0 1. 2. 3. 4. 5. NEW DRINKING FOUNTAIN EXISTING CONCRETE BLOCK WALL BEYOND. EXISTING SIDEWALK SET FOUNTAIN PER PLAN SHEET,. TIE NEW DRAIN LINE INTO EXISTING AS REQUIRED FOR COMPLETE INSTALLATION. 2 O 6. 7. 8. 9. 10. NEW WATER SUPPLY FOR DRINKING FOUNTAIN. PATCH AND REPAIR CONCRETE AS REQUIRED FOR INSTALLATION AND P.O.C. NEW 1/2" SUPPLY LINE NEW 1 1/2" DRAIN LINE ANCHOR BOLTS PER MMG TAItJLF55 ACCESS PANEL 7110 l� j-0 A BASE DETAIL SCALE:1°=,-0" KEYNOTES G b Batxiet Descrilatioa: DMNMN\.T FbU AFS JAS SHOWN BarrierltemNo: 31t05. CITY OF NEWPORT BEACH Facility Name: BALBOA PIER RESTROOM I ELIMINATION OF BARRIERS Facility Address: BASE OF BALBOA PIER Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport each, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: of:2 32 ' 1. REMOVE EXISTING CYLINDER LOCKSET AND REPLACE WITH NEW SCHLAGE "D" SERIES NO. D53PD ENTRANCE LOCK. ' FINISH, TO BE 626 TO MATCH EXISTING LOCKSEfS AND LEVER HANDLE TO BE t—j�a.l� "RHODES". VERIFY LOCKSET WITH CITY i� PRIOR TO INSTALLATION. 2. KEY LOCK TO MATCH EXISTING. 3. EXISTING DEAD BOLT TO REMAIN. I►�-�rioy' A PLAN KEYNOTES SCALE:1/4"=1'-0" 2 3 . b c ELEVATION SCALE:1/4"=l'-0" ' Batrierl7escaiip'tion; ENTRY DOOR HAl�PWARE AS SHOWN ' CITY OF NEWPORT BEACH Date: 8-6-93 FBatrlec2tem.Nd: 28701 ELIMINATION OF BARRIERS HRP No: 9350 Sheet: Facility Name: MARINE HEADQUARTERS Facility Address: Plan No: 70 NEWPORT PIER B-5146-L Prepared by: HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Of: I ' 33 J �J 1 1. NEW 1/16" THICK STAINLESS STEEL KICK PLATE BOTH SIDES OF DOOR. 2, EXISTING GLAZING 3. WOOD BLOCKING TO MATCH EXISTING DOOR, BOTH SIDES OF DOOR. PAINT ENTIRE DOOR INCLUDING NEW WOOD TO MATCH EXISTING COLOR. 4. 1/8" THICK DOUBLE STICK FOAM TAPE TO GLASS AND NEW WOOD BLOCKING CONT. ALL AROUND AND AT 2" O/C — — VERTICAL BOTH SIDES. 5. STAINLESS STEEL G0009F, $AK 0000 (D-rO SCREWS. SECURE NEW KICK PLATE TO ^' EXISTING WOOD RAILS AND NEW BLOCKING. FIELD VERIFY DEPTH OF �--- —1 SCREWS WITH EXISTING GLAZING. 6. EXISTING DOOR RAIL A ELEVATION SCALE:1/4"=,-0• $ KEYNOTES 2 3 2 4 el - e e ZIN = U 2' G DETAIL SCALE: 3'=1'-0• d DETAIL SCALE: 3"=1'-0- garrieriteutNo? 2942 CITY OF NEWPORT BEACH Facility Name: MARINE HEADQUARTERS ELIMINATION OF BARRIERS Facility Address: 70 NEWPORT PIER Pteparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beacb, CA 92663 Scale: AS SHOWN II 34 �_ � ��t + r � S' !M :' r P .t. � Xi r =' r 1 ��i t• i il. 1 �t�E;•-( (( r � 1 �� p. :� 4r � i; _ W y Pt + _ �r�a •4 + `` �r tL / � , • 1 Y t 1. DOOR SIGN PER UNIFORM SIGN CODE SECTION 31-1. TEXT TO READ AS DESCRIBED. LETTERS TO BE WHITE ON BLUE BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. Inf.PX �Di/' 2. SIGN TO BE ATTACHED TO GLASS WITH SELF ADHESIVE FRONT INSTALLED ON INTERIOR TO READ THROUGH GLASS A PLAN SCALE:1/4"=V-0• KEYNOTES O 2 r'O N DOOR SCALE:1/4•_r-W h DOOR SIGN SCALE:1•=1'0' Barrier -Item x°: 28-0 CITY OF NEWPORT BEACH I ELIMINATION OF BARRIERS Facility Name: MARINE HEADQUARTERS Facility Address: 70 NEWPORT PIER Plan No: B-5146-L Prepared by: HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8.6-93 HRP No: 9350 Sheet: of. 1 m 1. REMOVE EXISTING THRESHOLD AND INSTALL NEW •PEMKO" BARRIER FREE RAMP THRESHOLD NO.257A/259A. FIELD VERIFY HEIGHT ONCE EXISTING THRESHOLD IS REMOVED. 2. MITER CORNER OF THRESHOLD AT OPEN j'1�.Qt" Olr CORNER AREA BLOCK END OF THRESHOLD AS -REQUIRED FOR COMPLETEINSTALLATION. 3. EXISTING AND FRAME TO REMAIN. MODIFY THRESHOLD TO FIT - EXISTING FRAME PROFILE. ' -- 4. EXISTING DECK COATING. DO NOT REMOVE COATING -FOR INSTALLATION OF THRESHOLD. PATCH COATING AS REQUIRED WITH SAME KIND AND COLOR �J IF REQUIRED. S. EXISTING VINYL TILE FLOORING TO REMAIN. INSTALL NEW THRESHOLD OVER x�to� EXISTING FLOORING. A PLAN SCALE:1/4"=f-o• $ KEYNOTES 3 0 5 4 � 1211 b G ELEVATION SCALE:1/4•=1'-0• b THRESHOLD SCALE: 1"=r-o• Scale: AS SHOWN gi t Ti Ttem N0: 28-04 - ,. CITY OF NEWPORT BEACH Facility Name: MARINE HEADQUARTERS I ELIMINATION OF BARRIERS Facility Address: 70 NEWPORT PIER Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333West Coast Highway,Newport ae=h,CA 92663 36 2v-o4-0 ) 1 L i �j I. EXISTING ELECTRIC DRINKING FOUNTAIN TO REMAIN. 2. INSTALL NEW PULL -DOWN CUP HOLDER TO WALL MOUNT BOTTOM OF DISPENSER AT+48" ABOVE THE FINISH FLOOR. S. EXISTING SUPPORT LEDGE TO REMAIN. 2 I A PLAN SCALE:1/4'=r-o" KEYNOTES Z I 0 c ELEVATION SCALE:1/4'=l'-0" b satxierDeserlptton: DRNK G FOUNTAIN SHOWN Barrier Item No: 28-05 CITY OF NEWPORT BEACH I ELIMINATION OF BARRIERS Facility Name: MARINE HEADQUARTERS Facility Address: 70 NEWPORT PIER redhy: Plan No: B-5146-L SON a ROME PARTNERSHIP r3r333" Contract No: C-2934 West Coast Highway, Newport Beach, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: of. I 37 _ .K 1. DOOR SIGN: PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, _ BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND MATTE FINISH. 2. EXISTING CALL BUTTON FOR YACHT BROKER. 3. EXISTING CALL BUTTON FOR MARINA 'j MANAGER. 4. EXISTING EMERGENCY PULL BOX (�(1Q 5. EXISTING MAILBOXES 6. ATTACH SIGN WITH DOUBLE SIDED FOAM ,u TAPE TOP AND BOTTOM. A PLAN SCALE:1/4"=V-0• $ KEYNOTES 1 ,t SIGN TO READ: 47 MARINA OFFICE RING BELL FOR 4 ASSISTANCE � 5 ul ��O I - 2 3 G ELEVATION SCALE:1/4•=r-o• SIGN DETAIL SCALE:1•=V-T BatxierDescriptiob: Si131 AGE, 7. Scale: AS SHOWN BA Tier item No: 28-07, CITY OF NEWPORT BEACH ELHYDNATION OF BARRIERS Facility Name: BALBOA YACHT BASIN Facility Address: 829 HARBOR ISLAND Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Higbway, Newport Beacb, CA 92663 Date: 8-6.93 HRP No: 9350 Sheet: of. I w r T lI A .,.,.T •tV.Y( �. I t F �L�1�: •ID1w�R1�f !I�lR1wYl�.wpt. I .. :':fad,'\ ��i .-}` .•r . I. -.. ... s:. �v..wnk�a S 1. DOOR SIGN "MEN": TRIANGLE PER UBC I V►�r l l� SECTION 511.16 2. DOOR SIGN "MEN": PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE ' HELV AND SIZE FIT. PROVIDEIDE GRADE 2 BRAILLE AND MATTE 2 FINISH. 3. NEW CLEAR LANDING AREA - SEE 28.09. 4. PROVIDE AND INSTALL NEW SURFACE MOUNTED DOOR CLOSER MANUFACTURED BY "NORTON' 5. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. 6. INSTALL NEW LEVER STYLE HARDWARE 'SCHLAGE MODEL NO: D70PD RHODES SERIES FINISH TO BE 626 SATIN CHROME PLATED. KEY LOCK TO MATCH EXISTING KEY. 7. CLEAN AND RE-INSTALL,EXISTING DEAD BOLT AND COVER PLATE. A FLOOR PLAN SCALE:1/4"-0' 13 KEYNOTES 2 ❑ SIGN TO READ: a co MEN --� 2 PARTIALLY EQUIPPED I FOR DISABLED ACCESS. 10 �N I =0 7 G DOOR SCALE:1/4"=l'.0' p SIGN DETAIL SCALE:1'--V-0' Barrier Descxiptlon: i ENS CITY OF NEWPORT BEACH BarrierltemNo; 28,08 ELIMINATION OF BARRIERS Facility Name: BALBOA YACHT BASIN Facility Address: 829 HARBOR ISLAND prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8.6.93 HRP No: 9350 Sheet of. I 39 ,_yarn: I 'Yd 'f. i',c r'` ` S ! • :ram• Ti�� � :1,•� j yih,�XH•�' rv.14F�Ci!X �<?.,•,r`,,. _ I j ,ya]�•', .. :y.. y � {�'..i.• j����+i' �F.•k: l-(:�.; :t.?..': 1.. .' +"'.'^'' 1 �• f�'•'��^'�}b�tt• It i Y.'h %:N • •t!jj1.:t c' � 11• .t� •. iii . { .. ' .. .1�i •, +��r %i °f 11� +Sw$il ` rf::e'ret•; ¢' 'F•T•'•' "• y$ rfi,' > ,i�✓: j� r �aS' �M.��43 -,y 7' y! i,x,�yl ��1i. Atr yi•'r1� .µ vY' t t.+ 4� •, t ki 1{ IiavJiio �Ulrinc''' 1'ACII'i' ' VON r 1 •' �:r�1^St;ff17•�l':itH ^! .. �Yu'�:Jfsc��6a':Nkf�0']E3�.c r•. ' 2 AA'' �11 1. REMOVE EXISTING CONCRETE CURB, PLANTING AND DEBRIS. 2. NEW CONCRETE CURB TO MATCH ' ADJACENT SIZE AND FINISH. y 3. NEW CONCRETE AT LOCATION OF REMOVED PLANTER. 4" THICK CONCRETE WITH WELDED WIRE MESH 6" X 6" #10, #10. OVER 2" OF SAND FILL HEIGHT OF NEW CONCRETE SLAB AREA TO MATCH EXISTING CONCRETE ' G 00 U INCLUDING DRAINAGE SLOPES. FINISH ' SHALL MATCH ADJACENT CONCRETE TIE 3 NEW SLAB TO EXISTING WITH #4 DOWELS ONE EACH SIDE 24" LONG. 4. EXISTING WOOD FENCE 6. CAULK 114" JOINT 6. MATCH EXISTING 7. WELDED WIRE MESH 6" X 6" #10, #10. 8. 2" SAND FILL ' D ' A PLAN SCALE:1/4"=1'KEYNOTES /-) Au O ° o.°, • a C =DETAIL SCALE: 11/2•=r-o" DETAIL SCALE: 11/2"=P-W ' BatxierDesariptioW ACCESS TO MEN' 'S In sHowN ' 13araierltemNni .28.09 CITY OF NEWPORT BEACH Date: 8.6-93 Facility Name: BALBOA YACHT BASIN ELIMINATION OF BARRIERS HRP No: 9350 Sheet Facility Address: 829 HARBOR ISLAND 1 Prepared y. HUTSON1 Plan N0: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 13333 WegCoag Highway, Newport Beach, CA 92663 of:I 40 1 J NA t II i a= s r 1 ri1 ••�ti �'fri 1 a R 0 I I I I I wmls.nly 1. DOOR SIGN "WOMEN': CIRCLE PER UBC SECTION 511.16 2. DOOR SIGN "WOMEN": PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND'MATTE FINISH. 3. EXISTING PLANTER AREA 2 4. PROVIDE AND INSTALL NEW SURFACE MOUNTED DOOR CLOSER MANUFACTURED BY "NORTON" 5. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. 6. INSTALL NEW LEVER STYLE HARDWARE "SCHLAGE MODEL NO: D70PD RHODES SERIES FINISH TO BE 626 SATIN CHROME PLATED. KEY LOCK TO MATCH EXISTING KEY. 7. CLEAN AND RE -INSTALL EXISTING DEAD BOLT AND COVER PLATE. A FLOOR PLAN SCALE:1/4"=1'-0" 8 KEYNOTES 4 811 2 SIGN TO READ. WOMEN PARTIALLY EQUIPPED FOR DISABLED ACCESS. I t-i A' 1 CD t2� DOOR SCALE:1/4"=1'-0" b SIGN DETAIL SCALE:1"=1'-0" BatrierDescriptloa: WOME + AS SHOWN Barrier Item No: 28.11, CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: BALBOA YACHT BASIN Facility Address: 829 HARBOR ISLAND Plan No: B-5146-L Pteparedby: H ROMH PARTNERSHIP Contract No: C-2934 33 Wes C 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: of. I 41 IR 11 11 11 11 11 11 11 ELEVATION SCALE: 1/4" -0" 1---y SIGN U OFFIREACE MARINA OFFICE RING BELL FOR ASSISTANCE 1. DOOR SIGN "MARINA OFFICE": PER ADA SECTION A4.30. TEXT TO READ AS DESCRIBED. LETTERS TO BE RAISED, WHITE ON BLUE, BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. PROVIDE GRADE 2 BRAILLE AND MATTE FINISH. 2. INSTALL NEW DOOR BELL WITH TRANSFORMER AND BELL INSIDE STORAGE OFFICE. 5. ATTACH SIGN WITH DOUBLE SIDED FOAM TAPE TOP AND BOTTOM. SIGN DETAIL SCALE:1'=r-o" U KEYNOTES Scale: AS SHOWN 'Barrier2timXo: 28-12''' CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: BALBOA YACHT BASIN Facility Address: 829 HARBOR ISLAND Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beech, CA 92663 42 f tip:.. �:+M'Ya:t.: �.y• .a r _ r. F p 1. REMOVE AND RE -INSTALL EXISTING LONG I2 GRAB BAR AT 33" AS SHOWN. PATCH AND REPAIR ALL DAMAGE FROM REMOVAL. 2. REMOVE AND RE -INSTALL EXISTING SHORT 2 GRAB BAR AT33" AS SHOWN. PATCH AND REPAIR ALL DAMAGE FROM REMOVAL. _ 3. EXISTING TOILET 4. RE -INSTALL TOILET PAPER DISPENSERS AS SHOWN. SEE ADA SPCEIFICATION SECTION 10 4.16-4.19 S. FINISH FLOOR 3 A PARTIAL PLAN SCALE:1/4^=1'-0" rl � G ELEVATION SCALE:1/4"=1'-0" 43 2 1. EXISTING STAINLESS STEEL SINK 2. INSTALL NEW SINGLE HOLE METERING FAUCET AS MANUFACTURED BY AMERICAN STANDARD. MODEL 1340.000. ADJUST PER i ADA SPECIFICATION NO.4.19.5, 4.24, 4.27.4. /A PARTIAL PLAN SCALE: 1/4"=l'-0" KEYNOTES G !� Harderl7escription: s Scale: FAUCETS (Me�1 s) JAS SHOWN BarrierltemNo: 282427 CITY OF NEWPORT BEACH Facility Name: MC FADDEN SQUARE ELIMINATION OF BARRIERS Facility Address: 70 NEWPORT PIER MpS!dPlan No: B-5146-L ROME PARTNERSHIP Contract No: C-2934 oast Highway, Newport Beach, CA 92663 Date: 8.6-93 HRP No: 9350 Sheet: of. I 4� 1. REMOVE AND RE -INSTALL EXISTING LONG /Ltl GRAB BAR AT 33" AS SHOWN. PATCH AND REPAIR ALL DAMAGE FROM REMOVAL. 2. REMOVE AND RE -INSTALL EXISTING SHORT 2 GRAB BAR AT 33" AS SHOWN. PATCH AND REPAIR ALL DAMAGE FROM REMOVAL. 3. 4. EXISTING TOILET RE -INSTALL TOILET PAPER DISPENSERS AS SEE ADA SPCEIFICATION SECTION 4.16 - 4.19 S. FINISH FLOOR pSHOWN. =0 �J A- A PARTIAL PLAN SCALE: 1/4"-,-0" F� KEYNOTES I 2 4 G.. ELEVATION SCALE: 1/4"=V.0" -v 13arrierltemNO: 2825.1 CITY OF NEWPORT BEACH Facility Name: MC FADDEN SQUARE ELIMINATION OF BARRIERS Facility Address: 70 NEWPORT PIER Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet: 1 of.1 45 2 1. 2. EXISTING STAINLESS STEEL SINK INSTALL NEW SINGLE HOLE METERING FAUCET AS MANUFACTURED BY AMERICAN I STANDARD. MODEL 1340.000. ADJUST PER ADA SPECIFICATION NO. 4.19.6,4.24, 4.27.4. p. PARTIAL PLAN SCALE:1/4"=1'-0 �1?7 KEYNOTES G n HatxxeK•Dessdpunn< FAUCETS FSc JASSHOWN B=-70-r1tPmXw 28.25.2 CITY OF NEWPORT BEACH Facility Name: MC FADDEN SQUARE ELIMINATION OF BARRIERS Facility Address: 70 NEWPORT PIER Preparedby: Plan No: B-5146-L EUTSON & ROME PARTNERSHIP Contract No: C-2934 3339West Coast HIghway,Newport Beacb,CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: of. I nnrnnnniln cni rntTAml K nTFC A. Provide and install Haws Model 6611 in. debris collection unit. B. All supply lines.shall be copper with no 1, PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS fittings located under concrete. C. All drain lines shall be schedule 80 PVC 2. MODEL 3150. EXISTING BUILDING piping. D. Provide and install only "sweep" type 3. 4, EXISTING SIDEWALK BATHROOM BEYOND fittings on drain lines. 5. REMOVE EXISTING CONCRETE DRINKING FOUNTAIN. L-t— 6, EXISTING DRAIN LINE -TIE IN NEW 1 1/2" _ DRAIN BELOW GRADE. PATCH AND REPAIR AS REQUIRED. 7. EXISTING DRINKING FOUNTAIN -TIE INTO WATER SUPPLY FOR P.O.C. 2 8. NEW 1/2" SUPPLY LINE 9. NEW 1 1/2" DRAIN LINE 10. ANCHOR BOLTS PER MFG(5;4,-jL;Ei55,$ j 11. ACCESS PANEL �G ACCESSIBLE SIDE OF DRINKING FOUNTAIN PLAN SCALE:14'=1'-0" KEYNOTES I� � 2 p E. Provide and install Haws Model 6248.60 self -closing bib faucet with this drinking fountain, G ELEVATION SCALE:,/4"=r-o^ l7 BASE DETAIL SCALE..1"=1'-0" BatxierDescdOAou: D NKI NG FOUNTAINS (2) Bam_70rTtemNo; ' 2826 CITY OF NEWPORT BEACH Facility Name: MC FADDEN SQUARE ELIMINATION OF BARRIERS Facility Address: 70 NEWPORT PIER p,cpaby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 WestCoasl ffighway, Newport Beacb, CA 92663 Scale: AS SHOWN Date: 8.6-93 HRP No: 9350 Sheet: of. 2 47 I I E u r, 1 I DRINKING FOUNTAIN NOTES A. Provide and install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no 1. PROVIDE NEW DUAL HEIGHT DRINKING fittings located under concrete. FOUNTAIN ASMANUFACTURED BYHAWS MODEL 3150. C. All drain lines shall be schedule 80 PVC 2, EXISTING BUILDING piping. D. Provide and install only "sweep" type 3. EXISTING SIDEWALK 4. BATHROOM BEYOND fittings on drain lines. S. REMOVE EXISTING CONCRETE DRINKING ' FOUNTAIN. 6. EXISTING DRAIN LINE -TIE IN NEW 1 1/2" _ DRAIN BELOW GRADE. PATCH AND REPAIR AS REQUIRED. 7. EXISTING DRINKING FOUNTAIN -TIE INTO WATER SUPPLY FOR P.O.C. 2 e. NEW 1/2" SUPPLY LINE B. NEW 1 1/2" DRAIN LINE 10. ANCHOR BOLTS PER MFG.�rNHLe555fEEL I 11. ACCESS PANEL u ACCESSIBLE 5ILy8'UF DRINKING FOUNTAIN A :PLAN SCALE:1/4"=1'-W S KEYNOTES L��..---.... . ���.-.-_....-.. I I E. Provide and Install Haws Model 6248.60 self -closing bib faucet with this drinking fountain. G K ELEVATION SCALE:1/4"=1w l7 BASE DETAIL SCALE: I0=1'-0" -- AS SIiOWN Hatx%erbestgipDRINKINGFOUNTaItl-, BarrierTtemNo:. 28 26 ;. „ , • : '• •: CITY OF NEWPORT BEACH Datc: 8.6.93 Facility Name: MC FADDEN SQUARE ELIMINATION OF BARRIERS I IIRP No: 9350 Sheet: Facility Address: 70 NEWPORT PIER Prepared by: 2 Plan No: B-5146-L HUTR ROME PA FHP Contract No: C-2934 New estCoariHighway, NewportBeach, CA 92663 3333Wen po OC:2 AM Oro O U 1 E EXISTING REMOVAND '� _ PATCH REPAIR ALLL AREASDRAIL- G 4 EFFECTED BY HANDRAIL REMOVAL. 2. 2. PROVIDE NEW 1 1/2" OUTSIDE DIAMETER rl S1"EEI-- HANDRAILSYSTEM. RETURN RAIL TO WALL AND TERMINATE WITH END CAP AS SHOWN. Z 3. INSTALL NEW STAIR NOSING AT THE LOWER TREAD AND THE UPPER APPROACH "ROPPE" NO. 15 DOUBLE FLANGE CARPET NOSING COLOR: "WHITE'. 4. EXISTING STAIR 10 Q A STAIR PLAN SCALE:1/4"=1'-0" KEYNOTES Down i y ® _ T4- 4 a 7 r k-STAIR PLAN SCALE:1/4•=1--o• HANDRAIL SCALE:1/2"=1'0' Scale: AS SHOWN BarrierTtemNO: 05,02 . CITY OF NEWPORT BEACH I ELIMINATION OF BARRIERS Facility Name: ATTORNEY Facility Address: 3300 NEWPORT BLVD. prepa<eaby: Plan No: B-5146-L HIITSON & ROME PARTNERSFBP Contract No: C-2934 3333 West Coag Rghway, Newport Beach, CA 92663 1. STAIR NOSING BELOW 2. PROVIDE NEW 1 11V OUTSIDE DIAMETER STEEL- HANDRAIL SYSTEM. RETURN HAIL TO WALL AND TERMINATE WITH END CAP AS SHOWN. 3. HANDRAIL SUPPORTS WITH CONCEALED FASTENERS AND ESCUTCHEON PLATE. 4. EXISTING WALL T 5. NEW WALL EXTENSION TO +T-0'. . 2 A HANDRAIL SCALE:1/0=1'-0° KEYNOTES 4- 2 5 3 s . 2 2 HANDRAIL SCALE:1/0=11-0• HANDRAIL SCALE:1/Z=1'-0' Scale: AS SHOWN BarrierItemNo: 05.02 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: ATTORNEY Facility Address: 3300 NEWPORT BLVD. Pmparedby. Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333WeatCoast FBghway,Newport Beach, CA 92663 50 1. EXISTING WALL 2. NEW WALL EXTENSION - WOOD STUDS WITH GYPSUM DRYWALL EACH SIDE TO +7 0". PAINT ALL SURFACES TO MATCH ADJACENT WALLS. 3. STAIR BEYOND 4. 2 X WOOD FRAMING - CONT TOP AND BOTTOM WITH STUDS AT 16" O/C SECURE NEW FRAMING TO EXISTING WALLS. 4 y 2 3 A PARTIAL PLAN SCALE:1/4'=l'-0' KEYNOTES - - 4 a� 3 _ oo 3-I G ELEVATION SCALE:1/4"=r-o' b WALL DETAIL SCALE: 11/2'=l'-0' Batx;erDescriptioa: S 1t3M ST.[u; ING AND-it7l,A,.t DRAMS AS SHOWN Baaier Item No: 05.02 CITY OF NEWPORT BEACH Facility Name: ATTORNEY ELIMINATION OF BARRIERS Facility Address: 3300"NEWPORTBLVD. Pmparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: of:3 51 BatxieclaesctipUoa:, "' �y /� E R b00R'-' Scale: AS SHOWN BarrierrtemNo: 42-04 _ CITY OF NEWPORT BEACH Facility Name: UTILITIES ELIMINATION OF BARRIERS Facility Address: 949 W. 16T11 S'IREIiT Plan No: 11-5146-1. l,roparedby: HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6.93 HRP No: 93" Shen of:I 52 , ..I,,., I .:.. c DOOR SCALE: 1X'=r-1r. nr:? DOOR SIGN' SCALE: 1 "=l Batxlertiege0puon; DOOM. S�G.NAGE 13arrier4tetnNo:, :,�42.O, CITY OF NEWPORT BEACH ELIMINATION OF 13ARRIE-RS Facility Name: U ,11,1771iS Facility Address: 949W. 16T11 S'llZlif T Plan No: 13-5146-1., prepuedby: HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newpon Eeacb, CA 92663 scale: AS SHOWN Date: 8-6-93 I IRI' No: 9350 Sheet: of:I 53 I I I r i I 1. EXISTING STAIR 2. INSTALL NEW STAIR NOSING ATTHE LOWER TREAD AND THE UPPER APPROACH "ROPPE" NO.16 DOUBLE FLANGE CARPET NOSING COLOR: "WHITE". A STAIR PLAN SCALE:1/4"=,.0° 5 KEYNOTES ^I USTAIR PLAN SCALE;,/4"=r.0" p STAIR SCALE 1/2•=1'-0• I Bantiex'AescripUoa< • �+T )UR STRIPING Barrier rtCmNo: 42-06 . - CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: UTILITIES Facility Address: 949 W. 16rII SIRE. El, Plan No: B-5146-I, Contract No: C-2934 Prepared by: FFUTSON & ROME PARTNERSFFFP 3333WeslCoastffighway,NewpodBeach, CA 92663 Scale: AS SHOWN Date: 8-6-93 I IRP No: 9350 Shect: of: I Lix 1. EXISTING WALL 2. REMOVE EXISTING DRINKING FOUNTAIN. AND PATCH WALL AS REQUIRED FOR NEW INSTALLATION. 3. PROVIDE NEW HAWS DRINKING FOUNTAIN MODEL NO.HWCM-2HIGH/ 1-- LOW DRINKING FOUNTAIN. INSTALL WITH 1-- SIDE ROUGH -IN WASTE LINES. A 4. PROVIDE NEW GYPSUM BOARD WING �- WALL 3 5/8' METAL STUDS WITH 5/8' GYPSUM DRYWALL ALL SIDES. - PROVIDE NEW PAINT AND RUBBER TOPSET BASE TO MATCH ADJACENT WALLS. 5. INSTALL 1 X 6 WOOD (OAK) CAP ON TOP OF WING WALL EASE ALL EDGES AND FINISH WITH 2 COATS OF CLEAR I 2 (p POLYURETHANE. 6, EXISTING ELECTRICAL OUTLET TO vylT- Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. A DEMO PLAN SCALE:1/4•=1'-0• S KEYNOTES 3� C, GI..eAr s PLAN SCALE:1/4•=l'-W b ELEVATION SCALE:1/4'=l'-0' � BarrierDest:riptioa: •• Scale: ll�2TN�CNG' FO�A.T� • As sxowN BanieriteotXo: `%42-07 CITY OF NEWPORT BEACH Facility Name: UT IITIES ELIMINATION OF BARRIERS Facility Address: 949 W.16TH STREET Prearedh : Plan No: B-5146-L HL fSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 55 I 17 1. PROVIDE NEW DUAL HEIGHT DRINKING 4 FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. �j 2. 3. 4. EXISTING CONCRETE WALK EXISTING PLANTING AREA POINT OF CONNECTION FOR EXISTING DRINKING FOUNTAIN. 5. REMOVE EXISTING CONCRETE DRINKING 2. 6. FOUNTAIN. EXISTING DRAIN LINE -TIE IN NEW 1 1/2" DRAIN BELOW GRADE. PATCH AND REPAIR 7. AS REQUIRED. EXISTING DRINKING FOUNTAIN - TIE INTO EXISTING WATER SUPPLY FOR NEW DRINKING FOUNTAIN FOR P.O.C. .� 10 G 8. 9. 1. NEW 1/2" SUPPLY LINE NEW 1 DRAIN LINE ANCHORR BOLTS PER MFG.h j4j}Al J"Ii,EL) 11. ACCESS PANEL ACCESSIBLE SIDE OF DRINKING FOUNTAIN PLAN SCALE:1/4"=V-0• KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines.71 2 t l It I I G ELEVATION SCALE:1/4"=V-0• a BASE DETAIL sCALE:1•=1'0• .BatxierDescriptiop: DRI1.`iKl`t�7•+FOMAIN AS SHOWN BamerItem,n ' '75-0.1 - CITY OF NEWPORT BEACH Facility Name: CDM YOUTH CENTER ELIMINATION OF BARRIERS Facility Address: 5TH AND HUS Prearedb : Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8.6-93 HRP No: 9350 Sheet of:1 56 L ,_ � . ' —tom- .•-,Y`� ii ..f,• .� ,. LIL .n 1. DOOR SIGN PER UNIFORM SIGN CODE SECTION 31-1. TEXT TO READ AS DESCRIBED. LETTERS TO BE WHITE ON BLUE BACKGROUND, STYLE TO BE HELVETICA AND SIZE TO FIT. 2. SIGN TO BE ATTACHED TO GLASS WITH SELFADHESIVE FRONT INSTALLED ON INTERIOR TO READ THROUGH GLASS Chi PLAN SCALE:1/4•=l'-0• P) KEYNOTES r� n �C) DOOR SCALE:1/4•=T-0• DOOR SIGN SCALE: 1•=1'-0' I BarrierTtemblo: , 75-052 CITY OF NEWPORT BEACH Facility Name: CDM YOUTH CENTER ELIMINATION OF BARRIERS Facility Address: 5TH AND IRIS Preparedhyt Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet: 1' of: I I I Co'•Co" 1. PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS F MODEL 3150. O 2. NEW CONCRETE WALK BY CITY (NOT A I • I 3 PART OF THIS CONTRACT) 3. EXISTING GRASS/PLAY AREA 4. REMOVE EXISTING CONCRETE DRINKING FOUNTAIN. S. EXISTING DRAIN LINE -TIE IN NEW 1 1/2' DRAIN BELOW GRADE. PATCH AND REPAIR ACC ESSIBLE2SlllE OF 2 AS REQUIRED. DRINKINGOUNTAIN I 6. EXISTING DRINKING FOUNTAIN -TIE INTO / EXISTING WATER SUPPLY FOR NEW DRINKING FOUNTAIN FOR P.O.C. 7. NEW 1/2" SUPPLY LINE Il 8. NEW 1 1/2' DRAIN LINE 9. ANCHOR BOLTS PER MFG (S[NNLL 5[EELN 10. ACCESS PANEL G 11. NEW 6" WIDE BY 6" HIGH CONCRETE MI6. 12. NEW 4" THICK CONCRETE SLAB / PROVIDE LIGHT BROOM FINISH PARALLEL WITH SIDEWALK. 13. PROVIDE 6"X 6" #10,#10 WWM OVER 2' SAND BASE. A PLAN SCALE:1/4'=V-0" KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type �21 fittings on drain lines. 12 MI , 1 3 `l G ELEVATION SCALE:ibr=11-0• 3) BASE DETAUSCALE:1"=11-0• BaaierTtt:m No: ' 75-12.I . CITY OF NEWPORT BEACH I ELIMINATION OF BARRIERS Facility Name: BEGONIA PARK Facility Address: BEGONIA AT 1ST AVE. Plan No: B-5146-L Preparedby: H ROME PARTNERSHIP Contract No: C-2934 3333 33 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet of:I EC1 '•fiJ44.1 a `T,I �Y'„nyti•Zi,.:^v,+...T •' ± � ,•. -• .. �iF��; r♦'-..s "' 4" F y+ �'1�:�a�r�{il++�:•7"ts�! =j']1, �:�T �i .+... y •< Ty l ,7iY "<: �'}•. t.�}�',r �v•� J��'^]Tjl'.'•y' ,,;,. ••• ri• Yt • f. r -.�:I. !>��• •t•_t>•: t- '�.,.7:• .tom. 3'� q. :�..-~tfinfi. 1. EXISTING WOOD TABLE (1 ONLY) TO BE lot. L-2 MODIFIED TO MEET CURRENT ACCESSIBILITY GUIDELINES. REMOVE EXISTING TOP PLANKING AND REPLACE WITH NEW 2X10'S FINISH TO MATCH EXISTING. PARKS DEPARTMENT SUPERINTENDENT SHALL SELECT WHICH TABLETO BE MODIFIED. C� 2. EXISTING TUBULAR SUPPORT FRAME. 3. EXISTING BENCH PLANKS TO REMAIN. —� 4. ANCHOR EXISTING TABLE TO CONCRETE 1 PAD WITH 3/8" DIAMETER "HILT[" QUICK BOLTS7YPICALOF(4). PROVIDE STEEL SHIMS 4SREQUIREDTOMEET THE HEIGHT AND CLEARANCE REQUIREMENTS. 5. NEW 4" THICK CONCRETE SLAB AS SHOWN FOR ACCESS TO MODIFIED TABLE. I 3 6. NEW CONCRETE WALK BY CITY (NOT A PART OF THIS CONTRACT) 7. EXISTING GRASS AREA. A TABLE PLAN SCALE:1/4•=1'-0• KEYNOTES 0 - 31 k i CA c ELEVATION SCALE: 1/4•=1'-0• D CONC. PAD SCALE-.v6"=1'0• Eatx)erDescript1o0: Pll.ii�tI i.A$T. A SHOWN garrierlternNo! 75-12.2 CITY OF NEWPORT BEACH Facility Name: BEGONIA PARK ELIMINATION OF BARRIERS Facility Address: BEGONIA AT 1ST AVE. — Plan No: B-5146-L Hrepareaby: HU'I'SON 8c ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet: 1 of: 1 59 got 4 1. PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. 2. EXISTING CONCRETE AREA 3 3 3, EXISTING GRASS / PLAY AREA 4. REMOVE EXISTING CONCRETE DRINKING FOUNTAIN. - - S. EXISTING DRAIN LINE - TIE IN NEW 1 1/2" ' DRAIN BELOW GRADE. PATCH AND REPAIR - AS REQUIRED. 6. EXISTING DRINKING FOUNTAIN -TIE INTO EXISTING WATER SUPPLY FOR NEW DRINKING FOUNTAIN FOR P.O.C. ACCESSIBLE SM OF ; 7. NEW 1/2" SUPPLY LINE DRINXWG FO AI � 8. 9. 10. NEW 1 1/2" DRAIN LINE ANCHOR BOLTS PER MFG.(5 NINLtI56 . �L) ACCESS PANEL � Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. PLAN SCALE:1/4"=1'-0• B KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install Haws -Model 6611 in - ground debris collection unit. 1 B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. 2' �•q �q to Illt I q op ELEVATION SCALE:1/4'=V-0• BASE DETAIL SCALE:,•=ro• BariaerDescariptlon:, DRIN NO�.X.�'�O AIN Scale: S HOWN BaaieiTtemNq: 73-15.1 CITY OF NEWPORT BEACH Facility Name: CHANNEL PLACE PARK ELRvDNATION OF BARRIERS Facility Address: CHANNEL PLACE AT 44TH r3r333 p by: Plan No: B-5146-L ON & ROME PARTNERSHIP Contract No: C-2934 WestCoastSghway,NewportBeach,CA 92663 _ '� �'=1 _< :� :.: W PLAN SCALE:1/8"=1--0" I 1. EXISTING CONCRETE TABLE TO REMAIN. 2. EXISTING PLAY AREA 3. EXISTING CONCRETE BENCH TO REMAIN. 4. EXISTING CONCRETE BENCH TO BE REMOVED TO PROVIDE DISABLED ACCESS TO TABLE. S. NEW DRINKING FOUNTAIN - SEE ITEM NO 75-15.1 6. EXISTING GRASS AREA. 7. EXISTING CONCRETE WALL Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. c KEYNOTES BaaierTtemNo: 75.15,E ' ' CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: CHANNEL PLACE PARK Facility Address: CHANNEL PLACE AT 44TH Pre aredby: Plan No: B-5146-L HUTSON & ROME PARTNERSH[P Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet of. I A CESSIBLE SIDE OF 1. PROVIDE NEW DUAL HEIGHT DRINKING OUNTAIN FOUNTAIN AS MANUFACTURED BY HAWS ?J 2. MODEL 3150. NEW 6" WIDE BY 6" HIGH CONCRETE FT6, 3. EXISTING SIDEWALK 4. NEW 4" THICK CONCRETE SLAB p PROVIDE LIGHT BROOM FINISH 6. PARALLEL WITH SIDEWALK. PROVIDE 6"X 6" #10,#10 WWM OVER 2" 7 2 6. SAND BASE. EXISTING GRASS AREA 7. PROVIDE 1/2" WIDE SEPARATION 6i q BETWEEN EXISTING CONCRETE AND •p,� Ip CURB, FILL WITH 9; 41•.d.NT 8. REMOVE EXISTING CONCRETE DRINKING FOUNTAIN AND CONCRETE PAD. �O 9. EXISTING DRAIN LINE - TIE IN NEW 1 1/2' z N-1 DRAIN BELOW GRADE, PATCH AND REPAIR (Q AS REQUIRED. 10. EXISTING DRINKING FOUNTAIN -TIE INTO WATER SUPPLY FOR P.O.C. S 11. NEW 1/2" SUPPLY LINE 3 12. 13. NEW 1 1/2" DRAIN LINE ANCHOR BOLTS PER MFG(661ML;?-6 5DEL) 14. ACCESS PANEL A PLAN SCALE:1/4"=V-0" KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no ' fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. (l I Co 13 ELEVATION SCALE:1/4"=1'-W BASE DETAIL SCALE:1"=1'-W BartierAescriptioa: • DRINK'UMNTAIN Barriefl em No: 75-19 CITY OF NEWPORT BEACH Facility Name: INSPIRATION POINT ELIMINATION OF BARRIERS Facility Address: OCEAN BLVD. AT ORCHID r��dby- Plan No: B-5146-L N &ROME PARTNERSHIP Contract No: C-2934 est Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet 1 of: I v: ,�byN.;�3c � dry.. •y,:�';w'M,, �: ks' 1. PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS GJ MODEL 3150. 2. NEW 6" WIDE BY 6" HIGH CONCRETE g t} q 3 % 3. 4. EXISTING SIDEWALK NEW 4"THICK CONCRETE SLAB PROVIDE LIGHT BROOM FINISH PARALLEL WITH NEW SIDEWALK. _ 5. PROVIDE 6"X 6" #10,#10 WWM OVER SAND BASE. I 6. EXISTING PLAY AREA 7. EXISTING GRASS AREA _ 8. NEW 1 1/2" DRAIN LINE BELOW GRADE DAYLIGHT AT NEW 3'-0" DEEP GRAVEL FILLED DRY WELL. DRY WELL TO BE 12" IN DIAMETER WITH PLASTIC COVER. LOCATION TO BE DETERMINED BY PARK SUPERINTENDENT. INSTALL DRAIN LINE 6" BELOW GRADE. 9. EXISTING HOSE BIBB - TIE INTO WATER SUPPLY BELOW GRADE FOR NEW DRINKING FOUNTAIN P.O.C. + OR - 50' AWAY. 10. NEW 1/2" SUPPLY LINE 11. 12. NEW 1 1/2" DRAIN LINE ANCHOR BOLTS PER MFG�%A( L `E�6 !FMEL 13. ACCESS PANEL A PLAN SCALE:1"=20'-0• 8 KEYNOTES DRINKING •FOUNTAIN NOTES A. Provide and install Haws Model 6611 In - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type �Z fittings on drain lines. fj �Q IZ I �e q c b DETAIL SCALE:1/2"=1'-0" 63 i 1 I1 !D-G� 1. NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. I 2. NEW 6" WIDE BY 6" HIGH CONCRETE3. FT 6+ a I DEWALK 4. NXEW 4I THICISTNG K CONCRETE SLAB PROVIDE LIGHT BROOM FINISH PARALLEL WITH NEW SIDEWALK. _,- S. PROVIDE 6'X 6" #10,#10 WWM OVER SAND BASE. �- I 3 6. NEW 1 1/2" DRAIN LINE BELOW GRADE DAYLIGHT AT NEW 3'-0" DEEP GRAVEL FILLED CES`S L'E SIDE DRY WELL DRY WELL TO BE 12' IN DIAMETER 1 j R INKINI FOUNTA N A, WITH PLASTIC COVER. LOCATION TO BE DETERMINED BY PARK SUPERINTENDENT. _ INSTALL DRAIN LINE 6" BELOW GRADE. 8 7. EXISTING HOSE BIBB - TIE INTO WATER SUPPLY BELOW GRADE FOR NEW DRINKING FOUNTAIN P.O.C. + OR - 50'AWAY. 8. PROVIDE 1/2" WIDE SEPARATION G s�- BETWEEN EXISTING CONCRETE AND CURB, FILL WITH='=r� A PLAN SCALE:1/4"=V-0' $ KEYNOTES DRINKING FOUNTAIN NOTES Dispose of all removed items that will not A. Provide and install Haws Model 6611 in- be re -used unless requested otherwise ground debris collection unit, by the City of Newport Beach. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. 5 2 S q' t � It Win f _uI _. : oe Illl i -- fill ELEVATION SCALE:1/4'=V-0- p DETAIL SCALE:1-=V-0" BalxlerDascciplion: DR-INKMFOi1WAIN A sxowN BanierltctnNo: 75-22.�. CITY OF NEWPORT BEACH Facility Name: LAS ARENAS PARK I ELIMINATION OF BARRIERS Facility Address: BALBOA BLVD. AT 16TH. Plan No: B-5146-L Prepared by. HIJTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coact Highway, Newport Eeacb, CA 92663 Date: 8.6.93 HRP No: 9350 Sheet: of; 2 •4 r r ~ 4• ' .1 1 �µ �J, 1. PROVIDE NEW DUAL HEIGHT DRINKING " SPr I FOUNTAIN AS MANUFACTURED BY HAWS _--- 2. NEW 6LWIDE BY 6• HIGH CONCRETE P(&. 1 _ 3. EXISTING CONCRETE WALK 1 4. NEW 4" THICK CONCRETE SLAB PROVIDE LIGHT BROOM FINISH 7 A SS E F 2 PARALLEL WITH WALK. 5. PROVIDE WX 6' #10,#10 WWM OVER SAND �j DR I F.II 6. REMOVE EXISTING CONCRETE DRINKING �- / r FOUNTAIN. 7. EXISTING TREE `1 8. EXISTING GRASS AREA 9. EXISTING DRAIN LINE - TIE IN NEW 1 112" DRAIN BELOW GRADE. PATCH AND REPAIR Cc ID ¢ 3 3 AS REQUIRED. 10. EXISTING DRINKING FOUNTAIN -TIE INTO WATER SUPPLY FOR P.O.C. 11. NEW 1/2" SUPPLY LINE LINE G 12. NEW 1, 1/2" DRAIN 13. ANCHOR BOLTS PER MFG(GITA)I.ILZ�6 15TEk ) 14. ACCESS PANEL PLAN SCALE:1/4"=l'-0• l� KEYNOTES DRINKING FOUNTAIN NOTES Dispose of all removed items that will not A. Provide and install Haws Model 6611 in- be re -used unless requested otherwise ground debris collection unit, by the City of•NewportBeach. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC Piping. D. Provide and install only "sweep" type fittings on drain lines. ' I . I IdIM►flsI�i�Y >I 1 •dun'_ t ^^I yI I F • 'o ELEVATION SCALE: 1/4'=l'-O• D BASE DETAIL SCALE: 1'o—V-0' BatXierl}eScriPtlott: ,ttjllJNMNCI FOU .tA.Iti`t A SHOWN CITY OF NEWPORT BEACH Bander Item Nm ' '75-23 ELIMINATION OF BARRIERS Facility Name: LIDO PARK Facility Address: VIA LIDO AT LIDO ISLE Prepares hy: Plan No: B-5146-L HUTSON &. ROME PARTNERSHIP Contract No: C-2934 3333 West Coast H ghway, Newport Beach, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet of. I 9-1 r u . 1. PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. to 2. EXISTING CURB ALP 3: EXISTING SIDEWALK `I 3 4. NEW 4" THICK CONCRETE SLAB PROVIDE LIGHT BROOM FINISH 8 t p 5. PARALLEL WITH SIDEWALK. PROVIDE 6"X 6" #10,#l0 WWM OVER 2" SAND BASE. 6. EXISTING GRASS AREA y. PROVIDE BEETWEENIEXISTWIDE NG CONCRETE AND NEW CONCRETE PAD, FILL WITH CAULK. 8. REMOVE EXISTING CONCRETE DRINKING FOUNTAIN AND CONCRETE PAD. . • - 9. EXISTING DRAIN LINE -TIE IN NEW 1 1/2" Q ' } DRAIN BELOW GRADE. PATCH AND REPAIR N .i 2 lo. AS REQUIRED. EXISTING DRINKING FOUNTAIN -TIE 7 INTO WATER SUPPLY FOR P.O.C. ' 1 11 ri 11. 12. NEW 1/2" SUPPLY LINE LINE SIDE 13. ANC OR BOLTS PER MFG/=3641FILe� >6fe6 ) 3 INKINN G KING FOUNTAIN F AI 14. ACCESS PANEL t PLAN SCALE:1/4"=1'-0• � KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and Install Haws Model 6611 in - ground debris collection unit. 1 B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. u D. Provide and install only "sweep" type fittings on drain lines. E. Provide and Install Haws Model 6248.60 self -closing bib faucet with this drinking pQ i fountai 20 I 1 I 4- e fillILL or II Dispose of all removed items that will not be re -used unless requested otherwise by the City of Newport Beach. c ELEVATION SCALE:1/4"=V-a" b BASE DETAIL SCALE.v=vv "w"' n DescdPtlos laRIN�G F01MAI Scale: SHOWN11 Bather Item NO: :1S.24 " `'' CITY OF NEWPORT BEACH Facility Name: LOOKOUT POINT ELIMINATION OF BARRIERS Facility Address: OCEAN AT GOLDENROD Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSIHP Contract No: C-2934 3333 West Coast llighway, Newport Beach, CA 92663 Date: 8-6.93 HRP No: 9350 Sheet: 1 of, I M •s L] PLAN SCALE:1/8"=1'-0' 1. EXISTING WOOD TABLE (2 ONLY) TO BE MODIFIED TO MEET CURRENT ACCESSIBILITY GUIDELINES. REMOVE EXISTING TOP PLANKING AND REPLACE WITH NEW 2XVS AND EXTEND AN ADDITIONAL V-0" AS SHOWN ON PLAN. 2. EXISTING WOOD SUPPORT FRAME. 3. EXISTING BENCH PLANKS TO REMAIN. 4. ANCHOR NEW TOP PLANKS WITH SHIM S AS REQUIRED TO MEET THE HEIGHT AND CLEARANCE REQUIREMENTS. 5. NEW 4" THICK CONCRETE WALK AS SHOWN FOR ACCESS TO MODIFIED TABLES. PROVIDE LIGHT BROOM FINISH PARALLEL WITH SIDEWALK. 6. PROVIDE 6"X 6" #10,#10 WWM OVER 2" SAND BASE. 7. EXISTING GRASS AREA. 8. EXTEND NEW CONCRETE WALK TO SIDEWALK APPROXIMATELY 75' (FIELD VERIFY LENGTH PRIOR TO BIDDING). ELEVATION SCALE:1/2"=1'-0" KEYNOTES BartlermscriP"" Pld,41CTA:BLES Banieritem.Na: 75 25.I CITY OF NEWPORT BEACH Facility Name: NEWPORT ISLAND PARK E[ IMINATION OF BARRIERS Facility Address: MARCUS AT 39TH. Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6.93 HRP No: 9350 Sheet: of. I I 67 Lj 1 ,olio .. r....._.... �111 ACCESSIBLE SIDE OF 2 1. PROVIDE NEW DUAL HEIGHT DRINKING DRINKING FOUNTAIN FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. �.D 2. EXISTING LOW WALL 3. EXISTING SIDEWALK 4. NEW 4" THICK CONCRETE SLAB �j PROVIDE LIGHT BROOM FINISH T�. PARALLEL WITH SIDEWALK. OT 5. PROVIDE WX 6" #10,#10 WWM OVER 2" (0 SAND BASE. — q 6. EXISTING GRASS AREA 1 1 7. PROVIDE 1/2" WIDE SEPARATION BETWEEN EXISTING CONCRETE AND NEW wit ?> CONCRETE PAD, FILL WITH eS44ANT 8. REMOVE EXISTING CONCRETE t5AiNK�ING ' FOUNTAIN AND CONCRETE STEP. 9. EXISTING DRAIN LINE - TIE IN NEW 1 1/2" —y DRAIN BELOW GRADE. PATCH AND REPAIR I4-1I AS REQUIRED. 10. EXISTING DRINKING FOUNTAIN -TIE INTO WATER SUPPLY FOR P.O.C. 11. NEW 1/2" SUPPLY LINE 12. NEW 1 1/2" DRAIN LINE 13. ANCHOR BOLTS PER 5 EEL) 14. ACCESS PANEL A PLAN 3CALE:1/4"=1'-W 8 KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install Haws Model 6Fj11 in - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type(10 fittings on drain lines, i1i Zi+m OPT I I I , i2 7 ffELEVATION SCALE-1/4"=r-W a BASE DETAIL SCALE: 1"=V-0- HatzierDescapt%n: Scale: ,D�2INK'iNO ,IC'C)U:(�t�`A,IN AS SHOWN BarrierhemNo: ' ` 75-252•. CITY OF NEWPORT BEACH Facility Name: NEWPORT ISLAND PARK ELIMINATION OF BARRIERS Facility Address: MARCUS AT 39TH ST. areaby: Plan No: B-5146-L tttrrsox a ROME PARTNERSIBP Contract No: C-2934 3333WestCoastFLgbwmy, Newport Beacb,CA 92663 68 IWO 1. NEW DUAL HEIGHT DRINKING mil, �tl FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. n(ylt 8 2. NEW 6"WIDE BY6"HIGH CONCRETE 3. EXISTING SIDEWALK �� � 4. NEW 4" THICK CONCRETE SLAB PROVIDE LIGHT BROOM FINISH �C r -r PARALLEL WITH NEW SIDEWALK. i 5. PROVIDE 6"X 6" #10,#10 WWM OVER SAND (� I 6. NEW 1 1/2" DRAIN LINE BELOW GRADE r DAYLIGHT AT NEW V-0" DEEP GRAVEL FILLED !� DRY WELL. DRY WELL TO BE 12" IN DIAMETER I I ACCES 1BLE S OF WITH PLASTIC COVER. LOCATION TO BE r D12IIV NG FO AIN DETERMINED BY PARK SUPERINTENDENT. INSTALL DRAIN LINE W BELOW GRADE. 2 p 7. EXISTING SPRINKLER BOX -TIE INTO WATER SUPPLY BELOW GRADE FOR NEW DRINKING FOUNTAIN P.O.C. + OR - 50' AWAY. 8. PROVIDE 1/2" WIDE SEPARATION �� BETWEEN EXISTING CONCRETE AND CURB, FILL WITH 59.A(-A41-r A PLAN SCALE:1/4"=V-0" KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and Install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D., Provide and install only "sweep" type 2 fittings on drain lines. 4 s Ilnui =111fn� itu G ELEVATION SCALE: 1/4"=1'-0" D DETAIL SCALE:1/2"=V-0" Ba eiltemNo: 7530.1 CITY OF NEWPORT BEACH Facility Name: SPYGLASS RESERVOIR ELIMINATION OF BARRIERS Facility Address: MUIR BEACH CIRCLE. p� azedby: Plan No: B-5146-L BUTSON & ROMB PARTNERSHIP Contract No: C-2934 3333WestCoeslHigbwayNewport Beach, CA 92663 Scale: AS SIIOWN Date: 8-6-93 IIRP No: 9350 Sheet: of. 2 1 t I 1 1 F 1 PLAN SCALE: NONE 1. PROVIDE NEW DUAL HEIGHT DRINKING FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3150. 2. NEW 6" WIDE -BY 6" HIGH CONCRETE FTb, 3. EXISTING SIDEWALK 4. NEW4"THICK CONCRETE SLAB PROVIDE LIGHT BROOM FINISH PARALLEL WITH NEW SIDEWALK. 5. PROVIDE 6"X 6" #10,#10 WWM OVER SAND BASE. 6. EXISTING PLAY AREA 7. EXISTING BIKE RACK 8. NEW 1 1/2" DRAIN LINE BELOW GRADE DAYLIGHT AT NEW 3'-0" DEEP GRAVEL FILLED DRY WELL DRY WELL TO BE 12" IN DIAMETER WITH PLASTIC COVER. LOCATION TO BE DETERMINED BY PARK SUPERINTENDENT. INSTALL DRAIN LINE 6" BELOW GRADE. 9. EXISTING SPRINKLER BOX -TIE INTO WATER SUPPLY BELOW GRADE FOR NEW DRINKING FOUNTAIN P.O.C. +OR - SY AWAY. 10. NEW 1/2" SUPPLY LINE N LINE 12. ANC OR BOLTS PER MFG 6q 13. ACCESS PANEL M BASE DETAIL SCALE:1"=V-0• �) KEYNOTES . Hatxlerl)escdPtloa: • •DEN N'GFOu.N"�'`,A1,N 13a Tier ltetivlNo:: 75.30.1. FacilityNante: SPYGLASS RESERVOIR Facility Address: MUIR BEACH CIRCLE Plan No: B-5146-L Contract No: C-2934 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Pmparedby: HUTSON & ROME PARTNERSHIP . 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6-93 IIRP No: 9350 Sheet: of:2 70 WNW Not I 1. EXISTING TABLE TO BE PROVIDED BY PARKS DEPARTMENT FROM EXISTING INVENTORY. CONTRACTOR TO MODIFY TABLE TO MEET ADA GUIDELINES. REMOVE EXISTING TOP (O'OI 2. PLANKS, REPLACE WITH NEW 2X10'S, FINISH TO MATCH. EXISTING TUBULAR SUPPORT FRAME. 3. EXISTING BENCH PLANKS TO REMAIN. 4. ANCHOR EXISTING TABLE TO CONCRETE WITH 3/8" DIAMETER "HILTI" QUICK BOLTS 1 TYP. OF (4). PROVIDE STEEL SHIMS AS _ REQUIRED TO MEET CLEARANCE t REQUIREMENTS. NEW 4" THICK CONCRETE SLAB AS SHOWN t FOR ACCESS TO MODIFIED TABLE. PROVIDE 2000 P.S.I. CONCRETE OVER SAND FILL AND ,I p; DOWEL INTO EXISTING CONCRETE PAD. -- 6. NEW V THICK CONCRETE WALK TO SIDEWALK.CITY STANDARDS FOR FIN AND SLINSTALOPE. PER ISH7. EXISTING GRASS AREA. 8 EXISTING SIDEWALK A TABLE PLAN SCALE:1/4"=l'-0" 6 KEYNOTES N � 4 2 ELEVATION SCALE:1/4"=V-0" B.urierUescriplioa. Scale: Picmc TABLJ� AS SHOWN r CITY OF NEWPORT BEACH IlauierItemNo:. 75.30.2 ELIMINATION OF BARRIERS Facility Name: SPYGLASS RESERVOIR Facility Address: MUIR BEACIi CIRCLE Pmparedby: Plan No: B-5146-1, HUTSON & ROME PARTNERSIHP Contract No: C-2934 3333 West Coast highway, Newport Beach, CA 92663 71 1 1 1 i 1 1 1 1 1 i 1 1 1 1 1 i 1 i PLAN SCALE: NONE 1. EXISTING TABLE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2XlVS, FINISH TO MATCH. 2. EXISTING BIKE RACK 3. EXISTING PLAY AREA 4. EXISTING DRAIN 5. NEW 4" THICK CONCRETE SLAB AS SHOWN FOR ACCESS TO MODIFIED TABLE. PROVIDE 2000 P.S.I. CONCRETE OVER SAND FILL.A 6. NEW 4" THICK CONCRETE WALK TO SIDEWALK. INSTALL PER CITY STANDARDS FOR FINISH AND SLOPE. FIELD VERIFY WALK ROUTE AND DIMENSIONS. 7. EXISTING GRASS AREA. 8. EXISTING SIDEWALK Lb) CONC. PAD SCALE:1/16"=r-0" LC) KEYNOTES I HarrietDescripgow - "PICNIC TABLE .. ns sllowN BarrierltemNo: 75-St).2:, CITY OF NEWPORT BEACH Facility Name: SPYGLASS RESE RVOIR ELIMINATION OF BARRIERS Facility Address: MUIR BEACIi CIRCLE Prepar dby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beacb, CA 92663 Date: 8-6-93 IIRI' No: 9350 ShecC of:2 72 1. PROVIDE NEW DUAL HEIGHT DRINKING l II FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3180. 2. NEW 6" WIDE BY 6" HIGH CONCRETE FT2. 3. EXISTING SIDEWALK 4. NEW 4" THICK CONCRETE SLAB PROVIDE LIGHT BROOM FINISH _T PARALLEL l TH #10 S. PROVIDE 6 X6" # 0 WWM OVER SAND 6. REMOVE EXISTING CONCRETE DRINKING FOUNTAIN. " I I'll 7. EXISTING'DRY WELL 7 I" Q CCE SIBLE SI OF 8. EXISTING GRASS AREA DR FO • AIN 9. EXISTING DRAIN LINE -TIE IN NEW 1 1/2" 10 t! 1} DRAIN BELOW GRADE. PATCH AND REPAIR AS REQUIRED. t 1 t✓ 10. EXISTING DRINKING FOUNTAIN -TIE INTO WATER SUPPLY FOR P.O.C. 11. NEW 1/2" SUPPLY LINE 3 12. NEW 1 1/2" DRAIN LINE 13. ANCHOR BOLTS PER MFG.(��PAINISSr Slim-) 14. ACCESS PANEL A 'PLAN SCALE:1/4"=V-0" KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and Install Haws Model 6611 In - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. E. Provide and install Haws Model 6248.60 self -closing bib faucet with this drinking ' fountain. � � � g ►3 O. o � Iz ELEVATION SCALE:1/4"=11-0" BASE DETAIL SCALE: 1 '=1 '-0' Bate Descriptions TAR N C ' OUWMN scale: AS SHOWN Danialteiu.No;" T532 CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: W. JETN VIEW PARK Facility Address: OCEAN AT CHANNEL RD. Plan No: B-5146-L eaby: ON & ROME PARTNERSHIP F333P3 Contract No: C-2934 WestCoastHighway,NewportBeach,CA 92663 73 1. PROVIDE NEW DUAL HEIGHT DRINKING +, FOUNTAIN AS MANUFACTURED BY HAWS MODEL 3, 50. 2. EXISTING CONCRETE COLUMN Q 2 t 3. EXISTING SIDEWALK 4. EXISTING CONCRETE BLOCK WALL ACCESSIBLE SIDE OF DRINKING FOUNTAIN A PLAN SCALE:1/4"=,'-o" >3 KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install -Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no i fittings located under concrete. C. All drain lines shall be schedule 80 PVC —n 4. piping. D. Provide and install only "sweep" type fittings on drain lines. TT E. Provide and install Haws Model 6248.60 self -closing bib faucet with this drinking fountain. I YII?Ilprna IIIF l�tf' tilltKl�Kgltlp%�t0 (t_ G ELEVATION SCALE: 1/4"-,'-o- Barrid�Descrlptioti: DR -IN' G F01I tN.TAI AS SIiOWN t 1J1�11 .k� }3arrierTtemNo: 75• 32 .' CITY OF NEWPORT BE Date: 8.6-93 ELIMINATION OF BARRIERS IIRP No: 9350 Facility Name: W. NEWPORT PARK Sheet: Facility Address: SEASHORE DR. AT 57'ITI. Prepared by: 1 Plan No: B-5I46-L HUTSON & ROME PARTNERSIHP Contract No: C-2934 3333 West Coast highway, Newport Beach, CA 92663 of: 2 1. NEW DRINKING FOUNTAIN 2. EXISTING CONCRETE BLOCK WALL 3. EXISTING SIDEWALK 4. MEN'S RESTROOM 5. TIE NEW DRAIN LINE INTO EXISTING AS REQUIRED FOR COMPLETE INSTALLATION. 6. NEW WATER SUPPLY FOR DRINKING FOUNTAIN. PATCH AND REPAIR CONCRETE AS REQUIRED FOR INSTALLATION AND P.O.C. 7. NEW 1/2" SUPPLY LINE 8. NEW 1 1/2" DRAIN LINE 9. ANCHOR BOLTS PER MFG.�TAI ML-E9i 6R 10. ACCESS PANEL LA) BASE DETAIL SCALE:1"=1'-0" Lf�) KEYNOTES m UC PLAN SCALE:1/8"=11-0 BatXeCDCSetipttna: D.L\Al`1i1,1; OFtJt.JkM.Li�.I,l`t' sc AS IiOWN BahOrlt=,No: 75332 7777= CITY OF NEWPORT BEACH ELIMINATION OF BARRIERS Facility Name: W. NEWPORT PARK Facility Address: SEASIIORE DR. AT 57"111. Pmparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6-93 I1RP No: 9350 Sheet: of. 2 75 1. EXISTING TABLE AND CONCRETE PAD TO BE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2X10S, FINISH TO MATCH. 2. EXISTING TUBULAR SUPPORT FRAME. I 11 3. EXISTING BENCH PLANKS•TO REMAIN. 10'0 4. ANCHOR EXISTING TABLE TO CONCRETE WITH 3/8" DIAMETER "HILTI" QUICK BOLTS TYP. OF (4). PROVIDE STEEL SHIMS AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. 5. NEW 4" THICK CONCRETE SLAB AS SHOWN FOR ACCESS TO MODIFIED TABLE., PROVIDE I--N :' 2000 P.S.I. CONCRETE OVER SAND FILL AND DOWEL INTO EXISTING CONCRETE PAD. 6. NEW 4" THICK CONCRETE WALK TO SIDEWALK. INSTALL PER CITY STANDARDS FOR FINISH AND SLOPE. FIELD VERIFY WALK ROUTE AND DIMENSIONS TO COMPENSATE FOR EXISTING TREES AND OBSTRUCTIONS. 7. EXISTING GRASS AREA. 8. APPROXIMATELY 688 LINEAR FEET TO CENTER LINE OF PROSPECT STREET. 9. SEASHORE DRIVE 10 EXISTING SIDEWALK 11. ADJACENT TABLE AND CONCRETE PAD. A TABLE PLAN SCALE:1/4"=V-0• S KEYNOTES 6' i Q 3 .��o6co s� 4 2 10 G ELEVATION D CONC. PAD BatxierAescriptlon. PICNIC TABLE sale: AS SHOWN r BarrierTtemNo; 75-33.3 ' CITY OF NEWPORT BEACH I IMINATION OF BARRIERS Facility Name: W. NEWPORT PARK I Facility Address: SEASHORE DR. AT 57TH. Plan No: B-5146-L Prepared by: HUfSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 76 1. EXISTING TABLE AND CONCRETE PAD TO BE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2X10'S, FINISH TO MATCH. 2. EXISTING TUBULAR SUPPORT FRAME. 3. EXISTING BENCH PLANKS TO REMAIN. IDl•o)l 4. ANCHOR EXISTING TTABL TO CONCRETE I• p WITH 3/8" DIAMETER "HILTI" QUICK BOLTS �--� I (I TYP. OF (4). PROVIDE STEEL SHIMS AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. 5. NEW 4" THICK CONCRETE SLAB AS SHOWN FOR ACCESS TO MODIFIED TABLE. PROVIDE N t, 2000 P.S.I. CONCRETE OVER SAND FILL AND DOWEL INTO EXISTING CONCRETE PAD. ' 6. NEW 4" THICK CONCRETE WALK TO • SIDEWALK CITY STANDARDS IAND NSTS OPER FOR FINISH FIELD VERIFY WALK ROUTE AND DIMENSIONS TO COMPENSATE FOR EXISTING TREES AND OBSTRUCTIONS. I 7. EXISTING GRASS AREA. 2 3 2 8. APPROXIMATELY 548 LINEAR FEET TO CENTER LINE OF PROSPECT STREET. 9. SEASHORE DRIVE 10 EXISTING SIDEWALK 11. ADJACENTTABLE AND CONCRETE PAD. A TABLE PLAN SCALE:1/4"=1'-0" B KEYNOTES 0 2 I •� I i 3 iLH � 7N 4 2 Io G ELEVATION D CONC. PAD Barrierltem No: 7533.3 CITY OF NEWPORT BEACH I ELIMINATION OF BARRIERS Facility Name: W. NEWPORT PARK Facility Address: SEASHORE DR. AT 57TH. Pieparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333WestCoast Highway, Newport Beach, CA 92663 sale: AS SHOWN Date: 8-6-93 HRP No: 9350 Sheet: 2 of: 7 77 1. EXISTING TABLE AND CONCRETE PAD TO BE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2X10'S, FINISH TO MATCH. 2. EXISTING TUBULAR SUPPORT FRAME. 1 fl 3. EXISTING BENCH PLANKS TO REMAIN. l0.O 4. ANCHOR EXISTING TABLE TO CONCRETE WITH•3/8" DIAMETER "HILTI" QUICK BOLTS TYP. OF (4). PROVIDE STEEL SHIMS AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. „ 5. NEW 4" THICK CONCRETE SLAB AS SHOWN " FOR ACCESS TO MODIFIED TABLE. PROVIDE 2o00 P.S.I. CONCRETE OVER SAND FILL AND DOWEL INTO EXISTING CONCRETE PAD. 6. NEW 4" THICK CONCRETE WALK TO SIDEWALK. INSTALL PER CITY STANDARDS FOR FINISH AND SLOPE. FIELD VERIFY WALK ROUTE AND DIMENSIONS TO COMPENSATE FOR EXISTING TREES AND OBSTRUCTIONS. 7. EXISTING GRASS AREA. 2 3 Z 8. APPROXIMATELY 197 LINEAR FEET TO CENTER LINE OF PROSPECT STREET. 9. SEASHORE DRIVE 10 EXISTING SIDEWALK 11, ADJACENT TABLE AND CONCRETE PAD. A TABLE PLAN SCALE:1/4"=1'-0" 6 KEYNOTES 0 l l X P nr T1--;- Q (1 N (v -j Al 10 (o G ELEVATION D CONC. PAD aat <� I sc�lPttnn: PICNIC T.A U.7771 ns s lowx BatrierTtem No; 75=33.3 CITY OF NEWPORT BEACH Facility Name: W. NEWPORT PARK ELIMINATION OF 'BARRIERS Facility Address: SEASHORE DR. AT 57TH. Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 I , TABLE PLAN SCALE:1/4"=l'-0" 1. EXISTING TABLE AND CONCRETE PAD TO BE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2X10'S, FINISH TO MATCH. 2. EXISTING TUBULAR SUPPORT FRAME. 3. EXISTING BENCH PLANKS TO REMAIN. 4. ANCHOR EXISTING TABLE TO CONCRETE WITH 3/8" DIAMETER "HILTI" QUICK BOLTS TYP. OF (4). PROVIDE STEEL SHIMS AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. 5. NEW 4" THICK CONCRETE SLAB AS SHOWN FOR ACCESS TO MODIFIED TABLE. PROVIDE 2000 P.S.I. CONCRETE OVER SAND FILL AND DOWEL INTO EXISTING CONCRETE PAD. 5. NEW 4" THICK CONCRETE WALK TO SIDEWALK, INSTALL PER CITY STANDARDS FOR FINISH AND SLOPE. FIELD VERIFY WALK ROUTE AND DIMENSIONS TO COMPENSATE FOR EXISTING TREES AND OBSTRUCTIONS. 7. EXISTING GRASS AREA. S. APPROXIMATELY 707 LINEAR FEET TO CENTER LINE OF PROSPECT STREET. 9, SEASHORE DRIVE 10 EXISTING SIDEWALK 11, ADJACENT TABLE AND CONCRETE PAD. ) KEYNOTES Lc) ELEVATION LP) CONC. PAD I Hatxiei Descriptio0: PICNICS {TABLE AS SHOWN BarrierTtem Ido: • 75 333I CITY OF NEWPORT BEACH I ELIMINATION OF BARRIERS Facility Name: W. NEWPORT PARK Facility Address: SEASHORE DR. AT 57TH. PrePareahy: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 79. 1. EXISTING TABLE AND CONCRETE PAD TO BE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2X1 US, FINISH TO MATCH. 2. EXISTING TUBULAR SUPPORT FRAME. I II 10-0 3. EXISTING BENCH PLANKS TO REMAIN. 4. ANCHOR EXISTING TABLE TO CONCRETE I- II WITH 3/8" DIAMETER "HILTI" QUICK BOLTS I I I TYP. OF (4). PROVIDE STEEL SHIMS AS REQUIRED TO MEET CLEARANCE —rt— REQUIREMENTS. 5. NEW 4" THICK CONCRETE SLAB AS SHOWN 1-�—_ " FOR ACCESS TO MODIFIED TABLE. PROVIDE 2000 P.S.I. CONCRETE OVER SAND FILL AND DOWEL INTO EXISTING CONCRETE PAD. „ 8. NEW4' THICK CONCRETE WALKTO ' SIDEWALK. INSTALL PER CITY STANDARDS FOR FINISH AND SLOPE. FIELD VERIFY WALK ROUTE AND DIMENSIONS TO COMPENSATE FOR EXISTING TREES AND OBSTRUCTIONS. 7. EXISTING GRASS AREA. 8. APPROXIMATELY 219 LINEAR FEET TO CENTER LINE OF ORANGE STREET. 9. SEASHORE DRIVE 10 EXISTING SIDEWALK 11. ADJACENT TABLE AND CONCRETE PAD. A TABLE PLAN SCALE:1/4"=1'-0" KEYNOTES o " Al- fto- 2 G ELEVATION D CONC. PAD HattierDescriptioa.. PICNIC TABLE, ASSHOWN aie: Batridr Item No: 73.S33 ' I CITY OF NEWPORT BEACH Facility Name: W. NEWPORT PARK ELIMINATION OF BARRIERS Facility Address: SEASHORE DR. AT 57TH. Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8.6-93 HRP No: 9350 Sheet of. 7 5 h6' 1. EXISTING TABLE AND CONCRETE PAD TO BE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2XI US, FINISH TO MATCH. 2. EXISTING TUBULAR SUPPORT FRAME. 1 II 3. EXISTING BENCH PLANKS TO REMAIN. 10.0 4. ANCHOR EXISTING TABLE TO CONCRETE Y _ WITH 3/8" DIAMETER'HILTI" QUICK BOLTS - i I PROVIDE STEEL SHIMS AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. 5. NEW 4" THICK CONCRETE SLAB AS SHOWN FOR ACCESS TO MODIFIED TABLE. PROVIDE 2000 P.S.I. CONCRETE OVER SAND FILL AND DOWEL INTO EXISTING CONCRETE PAD. 6. NEW 4" THICK CONCRETE WALK TO SIDEWALK. INSTALL PER CITY STANDARDS FOR FINISH AND SLOPE. FIELD VERIFY WALK ROUTE AND DIMENSIONS TO COMPENSATE FOR EXISTING TREES AND OBSTRUCTIONS. I 7. EXISTING GRASS AREA. 8. APPROXIMATELY 213 LINEAR FEET TO CENTER LINE OF ORANGE STREET. 9. SEASHORE DRIVE 10 EXISTING SIDEWALK 11. ADJACENT TABLE AND CONCRETE PAD. A TABLE PLAN SCALE:1/4"-1'-0" 8 KEYNOTES I I� n X I� ryV � a �,� 1 4• � x Li 4 2 ELEVATION p CONC. PAD BatxxerDescriptioa; ICNICT A BL A SHOWN Banier#temNo:. 75-533 CITY OF NEWPORT BEACH I ELIMINATION OF BARRIERS Facility Name: W. NEWPORT PARK Facility Address: SEASHORE DR. AT 57TH. Prepared by: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6.93 HRP No: 9350 Sheet of. 7 1. EXISTING TABLE AND CONCRETE PAD TO BE MODIFIED TO MEET ADA GUIDELINES. REMOVE EXISTING TOP PLANKS, REPLACE WITH NEW 2X10S, FINISH TO MATCH. i II 2. EXISTING TUBULAR SUPPORT FRAME. 3. EXISTING BENCH PLANKS TO REMAIN. 10-0 4. ANCHOR EXISTING TABLE TO CONCRETE L WITH 3/8" DIAMETER "HILTI" QUICK BOLTS TYP. OF (4). PROVIDE STEEL SHIMS AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. ._ 5. NEW 4" THICK CONCRETE SLAB AS SHOWN t FOR ACCESS TO MODIFIED TABLE. PROVIDE 2000 P.S.I. CONCRETE OVER SAND FILL AND DOWEL INTO EXISTING CONCRETE PAD. 6. NEW 4" THICK CONCRETE WALK TO SIDEWALK. INSTALL PER CITY STANDARDS tt tt FOR FINISH AND SLOPE. FIELD VERIFY WALK ROUTE AND DIMENSIONS TO COMPENSATE FOR EXISTING TREES AND OBSTRUCTIONS. I 7. EXISTING GRASS AREA. 8. EXISTING PARKING AREA 9. SEASHORE DRIVE 10 EXISTING SIDEWALK 11. ADJACENT TABLE AND CONCRETE PAD. P� TABLE PLAN SCALE:1/4"-1'-0" KEYNOTES 2 I Ll Il y l4 L1 Co to G ELEVATION D CONC. PAD .BatxieGDescription: PICC TAB. Scale: AS SHOWN Bnrrier.T;emNo: .ry5.S3.3 CITY OF NEWPORT BEACH Facility Name: W. NEWPORT PARK I ELIMINATION OF BARRIERS Facility Address: SEASHORE DR. AT 57TH. Repareaby: - Plan No: B-5146-L • HUTSON &. ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Date: 8-6-93 HRP No: 9350 Sheet 7 of. 7 lip_ AE7 Pff DRINKING FOUNTAIN NOTES A. Provide and Install Haws Model 6611 in- ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. 1. PROVIDE NEW DUAL HEIGHT DRINKING C. All drain lines shall be schedule 80 PVC FOUNTAIN AS MANUFACTURED BY HAWS piping. MODEL 3150. D. Provide and install only "sweep" type 2. EXISTING BUILDING fittlson drain lines. 3. EXISTING SIDEWALK 4. EXISTING COLUMN 1 - — - �. •- 5. 6. REMOVE EXISTING CONCRETE DRINKING FOUNTAIN. EXISTING DRAIN LINE - TIE IN NEW 1112 DRAIN BELOW GRADE. PATCH AND REPAIR 5 ry, 7. AS REQUIRED. EXISTING DRINKING FOUNTAIN -TIE INTO WATER SUPPLY FOR P.O.C. 8. NEW 1/2" SUPPLY LINE 9. NEW 1 1/2" DRAIN LINE 10. ANCHOR BOLTS PER MFG.(61;41AL•9i 5rb-ir-0 �+ 11. ACCESS PANEL ACCESSIBLE SIDE OF DRINKING FOUNTAIN PLAN SCALE:1/4"=r-0" SI KEYNOTES lh IQ p � 2 8 G ELEVATION SCALE:1/4"=r.o" b BASE DETAIL SCALE:1"=V-0• Batrier•ItemNo; ns35 CITY OF NEWPORT BEACH Facility Name: 38TH STREET PARK ELIMINATION OF BARRIERS Facility Address: BALBOA BLVD AT 38TH, Preparedby: Plan No: B-5146-L HUTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 Scale: AS SHOWN Date: 8-6.93 HRP No: 9350 Sheet of. I I L-W 4 ��� rU �:= ill, .r VA 1 t1 CO • CO 1. PROVIDE NEW DUAL HEIGHT DRINKING _ - FOUNTAIN AS MANUFACTURED BY HAWS Call f MODEL3150. ` 2. NEW 6" WIDE BY 6" HIGH CONCRETE 1~TFj, 3. EXISTING SIDEWALK - 4 NEW 4"THICK CONCRETE SLAB �" — PROVIDE LIGHT ROOM FINISH PARALLEL SIDWALK. lTH 5. PROVIDE 6 6 #110,NE XO WWM OVER SAND BASE. 6. EXISTING ASPHALT WALK p 7. EXISTING GRASS AREA CESSIB ESII?B' 8. PROVIDE 1/2" WIDE SEPARATION r p NkING FOUNT BETWEEN EXISTING CONCRETE AND CURB, FILL WITH 5tFAL lNT A PLAN SCALE:11N"-V-o" KEYNOTES DRINKING FOUNTAIN NOTES A. Provide and install Haws Model 6611 in - ground debris collection unit. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. .• 2 8 4 4 s � 7 1 ^ du/^ G ELEVATION SCALE: 1/4„-V-0" SECTION SCALE: 1 1V•.1L,tilliv'� AS SHOWN 13=iorrtetnNo: 75:0 CITY OF NEWPORT BEACH Facility Name: GALAXY PARK ELIMINATION OF BARRIERS Facility Address: GALAXY DRIVE ptcparedby: Plan No: B-5146-I. fiIJTSON & ROME PARTNERSHIP Contract No: C-2934 3333 West Coast FBghway, Newport Beach, CA 92663 Date: 8-6-93 HRP No: 9350 Shect: of. 2 ' 1. NEW DRINKING FOUNTAIN 2. NEW CONCRETE fzT&, 3. EXISTING SIDEWALK 4. EXISTING CURB AND GUTTER 5. EXISTING DRAIN LINE TO FACE OF CURB. i NEW 1 1/2" DRAIN BELOW GRADE. PATCH AND REPAIR CONCRETE AS REQUIRED. 6. NEW WATER SUPPLY FOR DRINKING I FOUNTAIN. PATCH AND REPAIR CONCRETE AS REQUIRED FOR INSTALLATION AND P.O.C. 7. NEW 1/2-SUPPLY LINE 8. NEW 1 1/2" DRAIN LINE 9. ANCHOR BOLTS PER MFG.�'CAIWL. � SMyL) 10. ACCESS PANEL C 11. EXISTING WATER METER = L` 12. NEW CONCRETE SLAB e 13. EXISTING ASPHALT WALK A BASE DETAIL SCALE: 1"=r-o• nP�, KEYNOTES PLAN SCALE:,/8"�,-0" - l Aai,ieC k$ci�p(luu;: .A11Ci1� Scale. Vrl� lJ1V'ltiliv,'` AS SHOWN Date: 8-693 Barderl(c2nNO: ; 75.0., .., ", CITY, OF NEWPORT BEACH Facility Name: GALAXY PARK GLIMINA"flON OF BARRIERS IIRP No: 9350 Facility Address: GALAXY DRIVE Shcet Plan No: Contract No: 13-5146-1, (;.2g3q ared by: p SON HUTSON IIR (tOMF. PARTNBRSI{it' 2 3333 West Coati Rghway. Newport Beach, CA 92663 1 of: 2 85 1 I