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ORIENTATION OF THIS PLAN DIFFERS FROM OTHER PLANS IN THIS SET ORIENTATION OF THIS PLAN DIFFERS FROM OTHER PLANS IN THIS SET

R&D FACILITY

1755 McCarthy BlvdMilpitas, CA 95035

PARCEL MAPVICINITY MAP

PROJECT DATA

ABBREVIATIONSSHEET INDEX

MILPITAS NOTES & REQUIREMENTS

1755 McCarthy Blvd Milpitas CA 95035Dollinger Properties (Tenant: Airgard)086-03-012M1 - Light IndustrialEnclosure (20' x 26.5') = 530 Sq Ft37,912 Sq Ft48,000 Sq Ft CBC 506.2 Tabular Area: Type III-B, F-1 w/ B & S-118,666 Sq FtExisting 1 StoryFully Sprinklered, Deferred SubmittalTYPE III-B

A-0 Cover SheetCB-1 Clean Bay BlueprintA-1 General Notes & Plumbing CalculationsA-2 Schematic Site Plan & Site DetailsA-3 Space PlanA-4 Enlarged Plans, Sections, & Elevations: Mechanical

Equipment EnclosureA-5 Enlarged Interior Elevations

A-6.1 Equipment Information: Recirculating PumpA-6.2 Equipment Information: Tank & C1A-6.3 Equipment Information: Skid, C2, GX 4, & QRS-30

N/A

TJ, RTP

AIRGARD

MEP / TITLE 24 ENERGY

ACIES ENGINEERING3371 OLCOTT STREET

SANTA CLARA, CA 95054(408) 522-5255

SRDJAN REBRACA, PETOMISLAV GAJIC, PE

PROJECT TEAMARCHITECT

TERRY MARTIN ASSOCIATESTERRY J. MARTIN, AIA

CA LIC # C-2322161 E. MAIN STREET, SUITE D

LOS GATOS, CA 95030(408) 395-8016

TERRY J. MARTIN, AIA

OWNER

DOLLINGER PROPERTIES555 TWIN DOLPHIN DRIVE

SUITE 600REDWOOD CITY, CA 94065

(408) 772-9020AMY PETERSON

ADDITIONAL DOCUMENTS & REQUIREMENTSDEFERRED SUBMITTAL

FIRE PROTECTION SYSTEM PLANS PREPARED BY CALIFORNIA C-16 LICENSED FIRE PROTECTIONCONTRACTOR TO INCLUDE FIRE EXTINGUISHERS, SPRINKLERS, AUDIBLE & VISIBLE ALARMS,ANNUNCIATOR PANEL, EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM, & RELATED ITEMS, ASAPPLICABLE TO PROVIDE A COMPLETE SYSTEM TO MEET ALL CODE & AHJ REQMTS.

COORDINATION REQUIREMENTS

SEE CONSTRUCTION OBSERVATION NOTE ON THIS SHEET. COORDINATE WITH ARCHITECT,STRUCTURAL ENGINEER, & MEP ENGINEERS TO PROVIDE REQUIRED NOTICE & TO SCHEDULEMANDATORY CONSTRUCTION OBSERVATION. PROVIDE MINIMUM 48 HOURS ADVANCE NOTICE ANDTHE OPPORTUNITY TO BE PRESENT FOR ALL SITE VISITS & CONSTRUCTION OBSERVATIONATTENDED BY ENGINEER(S). SUBMIT ALL REQUESTS FOR INFORMATION TO ARCHITECT. COPYARCHITECT ON ALL CORRESPONDENCE WITH PROJECT ENGINEERS, & ALL OTHER PROJECTCONSULTANTS.

COORDINATE WITH ARCHITECT & INSTALLERS

TITLE 24 ENERGY CODE INSTALLATION REQUIREMENTS

ARCHITECT, GENERAL CONTRACTOR, & INSTALLERS MUST BE PRESENT FOR SITE MEETING PRIOR TO

COMPLETION & SIGNING OF ENERGY CODE COMPLIANCE FORMS & INSTALLATION CERTIFICATES BYTHE INSTALLERS. PROVIDE ARCHITECT WITH MINIMUM 48 HOUR PRIOR NOTICE. REQUIRED FORMSARE LISTED IN THE TITLE 24 ENERGY REPORT.

OCCUPANCY GROUPS: B Offices & R&D, F-1 Production, S-1 Warehouse

Nonseparated Occupancies / No Separation Required

APPLICABLE CODES: Milpitas Municipal Code

2016 CA Bldg Code, 2016 CA Elec Code, 2016 CA Mech Code,

2016 CA Plmbg Code, 2016 CA Energy Code, 2016 CA Fire Code,

2016 CalGreen Code, 2016 CA Ref Stds Code

All as amended by The State Of California and Local Jurisdiction(s)

PROJECT ADDRESS:OWNER:APN:ZONING:AREA OF WORK:BUILDING CODE AREA:ALLOWABLE AREA:TENANT SPACE AREA:STORIES:SPRINKLERS:CONSTRUCTION TYPE:

A. ANCHORAGE

Provide anchorage details for all equipment. Calculations to substantiate proposed anchorage are

required for all equipment that weighs 400 lbs or more and/or equipment at any weight mountedsuch that it’s center of gravity is at/above 4ft from the floor. (ASCE 7-10 sec. 13.1.4, 13.4.1).

B. EQUIPMENT LISTING & CERTIFICATION

All mechanical & electrical equipment must be listed, approve, and labelled by a recognized

testing laboratory. Any unlisted equipment shall be field tested and certified by an approvedtesting agency. Owner & Tenant and their construction team are responsible for notifying thebuilding department if field testing is required for any equipment without a listing label. Proof ofequipment certification must be submitted and approved before a certificate of occupancy canbe issued.

• No Exiting Changes, No Occupancy or Use Changes, No Exterior or Structural Changes

• Protect (E) Shell and (E) Accessible Restroom Cores to remain.

• Verify (E) Accessible parking, loading, striping, path of travel, and access signage.

• Provide (N) Mechanical Equipment Enclosure.

PROJECT SCOPE

& And∠ Angle@ At° Degree (Angle, Bearing, Temp)Ø Diameter∆ Delta, Revision/ Divide, Divided By, Sequence=, ≠ Equal (To), Not Equal (To)' Foot/Feet, Minutes (Bearing)" Inch(es), Seconds (Bearing)>, ≥ Greater Than, Or Equal To

During Construction

Don’t mix up more fresh concrete or cement than you will use in a two-hour period.

Set up and operate small mixers on tarps or heavy plastic drop cloths.

When cleaning up after driveway or sidewalk construction, wash �nes onto dirt areas, not down the driveway or into the street or storm drain.

Protect applications of fresh concrete and mortar from rainfall and runo� until the material has dried.

Wash down exposed aggregate concrete only when the wash water can (1) �ow onto a dirt area; (2) drain onto a bermed surface from which it can be pumped and disposed of properly; or (3) be vacuumed from a catchment created by blocking a storm drain inlet. If necessary, divert runo� with temporary berms. Make sure runo� does not reach gutters or storm drains.

When breaking up pavement, be sure to pick up all the pieces and dispose of properly. Recycle large chunks of broken concrete at a local recycling facility.

Never bury waste material. Dispose of small amounts of excess dry concrete, grout, and mortar in the trash.

Never dispose of washout into the street, storm drains, drainage ditches, or streams.

Doing the Job Right General Business Practices

Wash out concrete mixers only in designated wash-out areas in your yard, away from storm drains and waterways, where the water will �ow into a temporary waste pit in a dirt area. Let water percolate through soil and dispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse.

Wash out chutes onto dirt areas at site that do not �ow to streets or drains.

Always store both dry and wet materials under cover, protected from rainfall and runo� and away from storm drains or waterways. Protect dry materials from wind.

Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets, gutters, storm drains, rainfall, and runo�.

Do not use diesel fuel as a lubricant on concrete forms, tools, or trailers.

Fresh Concrete and Mortar Application Who should use this information? • Masons and Bricklayers • Sidewalk Construction Crews • Patio Construction Workers • Construction Inspectors • General Contractors • Home Builders • Developers • Concrete Delivery/Pumping Workers

Storm Drain Pollution from Fresh Concrete And Mortar Applications

Fresh concrete and cement-related mortars that wash into lakes, streams, or estuaries are toxic to �sh and the aquatic environment. Disposing of these materials to the storm drains or creeks can block storm drains, causes serious

Heavy Equipment Operation Who should use this information? • Vehicle and Equipment Operators • Site Supervisors • General Contractors • Home Builders • Developers

Doing the Job Right Site Planning and Preventive Vehicle Maintenance

Designate one area of the construction site, well away from streams or storm drain inlets, for auto and equipment parking, refueling, and routine vehicle and equipment maintenance. Contain the area with berms, sand bags, or other barriers.

Maintain all vehicles and heavy equipment. Inspect frequently for and repair leaks.

Perform major maintenance, repair jobs, and vehicle and equipment washing o� site where cleanup is easier.

If you must drain and replace motor oil, radiator coolant, or other �uids on site, use drip pans or drop clot hs to catch drips and spills. Collect all spent �uids, store in separate containers. Recycle them wherever possible, otherwise, dispose of them as hazardous wastes.

Do not use diesel oil to lubricate equipment parts, or clean equipment. Use only water for any onsite cleaning.

Cover exposed �fth wheel hitches and other oily or greasy equipment during rain events. Use as little water as possible for dust control. Ensure water used doesn’t leave silt or discharge to storm drains.

Spill Cleanup

Clean up spills immediately when they happen.

Never hose down "dirty" pavement or impermeable surfaces where �uids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/ or rags) whenever possible and properly dispose of absorbent materials.

Sweep up spilled dry materials immediately. Never attempt to “wash them away" with water, or bury them.

Clean up spills on dirt areas by digging up and properly disposing of contaminated soil.

Report signi�cant spills to the appropriate local spill response agencies immediately. In Milpitas, dial 9-1-1 if hazardous materials might enter the storm drain.

Stormwater Pollution from Heavy Equipment on Construction Sites

Poorly maintained vehicles and heavy equipment that leak fuel, oil, antifreeze or other �uids on the construction site are common sources of storm drain pollution. Prevent spills and leaks by isolating equipment from runo� channels, and by watching for leaks and other maintenance problems. Remove construction equipment from the site as soon as possible.

Earth-Moving and Dewatering Activities

Who should use this information?

• Bulldozer, Back Hoe, and Grading Machine Operators

• Dump Truck Drivers • Site Supervisors • General Contractors • Home Builders • Developers

Doing the Job Right General Business Practices

Schedule excavation and grading work during dry weather. Perform major equipment repairs away from the job site. When refueling or vehicle/equipment maintenance must be done on site, designate a location away from storm drains. Do not use diesel oil to lubricate equipment parts, or clean equipment.

Practices During Construction Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. Protect downslope drainage courses, streams, and storm drains with wattles, or temporary drainage swales. Use check dams or ditches to divert runo� around excavations. Refer to the Regional Water Quality Control Board’s Erosion and Sediment Control

Field Manua l for proper erosion and sediment control measures, and California Stormwater Quality Association Stormwater Best Management Practice Handbook (construction, 2003) Cover stockpiles and excavated soil with secured tarps or plastic sheeting.

Dewatering Operations Check for Toxic Pollutants

Check for odors, discoloration, or an oily sheen on groundwater. Call your local wastewater treatment agency and ask whether the groundwater must be tested. If contamination is suspected, have the water tested by a certi�ed laboratory. Depending on the test results, you may be allowed to discharge pumped groundwater to the storm drain (if no sediments present) or sanitary sewer. OR, you may be required to collect and haul pumped groundwater o�site for treatment and disposal at an appropriate treatment facility.

Storm Drain Pollution from Earth-Moving Activities

Soil excavation and grading operations loosen large amounts of soil that can �ow or blow into storm drains when handled improperly. Sediments in runo� can clog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay. E�ective erosion control practices reduce the amount of runo� crossing a site and slow the �ow with check dams or roughened ground surfaces. Contaminated groundwater is a common problem in the Santa Clara Valley. Depending on soil types and site history, groundwater pumped from construction sites may be contaminated with toxics (such as oil or solvents) or laden with sediments. Any of these pollutants can harm wildlife in creeks or the Bay, or interfere with wastewater treatment plant operation. Discharging sediment-laden water from a dewatering site into any water of the state without treatment is prohibited.

Roadwork and Paving Who should use this information? • Road Crews • Driveway/Sidewalk/Parking Lot

Construction Crews • Seal Coat Contractors • Operators of Grading Equipment,

Paving Machines, Dump Trucks, Concrete Mixers

• Construction Inspectors • General Contractors • Developers • Home Builders

Doing the Job Right General Business Practices

Develop and implement erosion/sediment control plans for roadway embankments.

Schedule excavation and grading work during dry weather.

Check for and repair leaking equipment.

Perform major equipment repairs at designated areas in your maintenance yard, where cleanup is easier. Avoid performing equipment repairs at construction sites.

When refueling or when vehicle/equipment maintenance must be done on site, designate a location away from storm drains and creeks.

Do not use diesel oil to lubricate equipment parts or clean equipment.

Recycle used oil, concrete, broken asphalt, etc. whenever possible, or dispose of properly.

During Construction

Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh materials from contacting stormwater runo�. Cover and seal catch basins and manholes when applying seal coat, slurry seal, fog seal, or similar materials.

Protect drainage ways by using earth dikes, sand bags, or other controls to divert or trap and �lter runo�.

Never wash excess material fr om exposed aggregate concrete or similar treatments into a street or storm drain. Collect and recycle, or dispose to dirt area.

Cover stockpiles (asphalt, sand, etc.) and other construction materials with plastic tarps. Protect from rainfall and prevent runo� with temporary roofs or plastic sheets and berms.

Park paving machines over drip pans or absorbent material (cloth, rags, etc.) to catch drips when not in use.

Clean up all spills and leaks using “dry” methods (with absorbent materials and/or rags) Dig up, remove, and properly dispose of contaminated soil.

Storm Drain Pollution from Roadwork

Road paving, surfacing, and pavement removal happen right in the street, where there are numerous opportunities for asphalt, saw-cut slurry, or excavated material to illegally enter storm drains. Extra planning is required to store and dispose of materials properly and guard against pollution of storm drains, creeks, and the Bay.

Detecting Contaminated Soil

or Groundwater Contaminated groundwater is a common problem in the Santa Clara Valley. It is essential that all contractors and subcontractors involved know what to look for in detecting contaminated soil or groundwater, and testing ponded groundwater before pumping. Watch for any of these conditions: 1. Unusual soil conditions,

discoloration or odor. 2. Abandoned under-

ground tanks. 3. Abandoned wells. 4. Buried barrels, debris or

trash. If any of these are found follow the procedures below.

Collect and recycle or appropriately dispose of excess abrasive gravel or sand.

Avoid over-application by water trucks for dust control.

Asphalt/Concrete Removal

Avoid creating excess dust when breaking asphalt or concrete.

After breaking up old pave ment, be sure to remove all chunks and pieces. Make sure broken pavement does not come in contact with rainfall or runo�.

When making saw cuts, use as little water as possible. Shovel or vacuum saw-cut slurry and remove from the site. Cover or protect storm drain inlets during saw-cutting. Sweep up, and properly dispose of, all residues.

Sweep, never hose down streets to clean up tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquor in storm drains.

Painting and Application of Solvents and Adhesives

Who should use this information? • Painters • Paperhangers • Plasterers • Graphic Artists • Dry Wall Crews • Floor Covering

Installers • General Contractors • Home Builders • Developers • Homeowners

Doing the Job Right Handling Paint Products

Keep all liquid paint products and wastes away from the gutter, street, and storm drains. Liquid residues from paints, thinners, solvents, glues, and cleaning �uids are hazardous wastes and must be disposed of as hazardous.

Wash water from painted buildings constructed before 1978 can contain high amounts of lead, even if paint chips are not present. Before you begin stripping paint or cleaning pre-1978 building exteriors with water under high pressure, test paint for lead by taking paint scrapings to a local laboratory. See Yellow Pages for a state-certi�ed laboratory.

If there is loose paint on the building, or if the paint tests positive for lead, block storm drains. Check with the wastewater treatment plant to determine whether you may discharge water to the sanitary sewer, or if you must send it o�site for disposal as hazardous waste.

Paint Removal

Paint chips and dust from non-hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury or tributyl tin must be disposed of as hazardous wastes. Lead based paint removal requires a state-certi�ed contractor. When stripping or cleaning building exteriors with high-pressure water, block storm drains. Direct wash water onto a dirt area to �nd out if you can collect (mop or vacuum) building cleaning water and dispose to the sanitary sewer. Sampling of the water may be required to assist the wastewater treatment authority in making its decision.

Painting Cleanup Never clean brushes or rinse paint containers into a street, gutter, storm drain, French drain, or stream. For water-based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary

Storm Drain Pollution from Paints, Solvents,

and Adhesives All paints, solvents, and adhesives contain chemicals that are ha rmful to wildlife in local creeks, San Francisco Bay, and the Paci�c Ocean. Toxic chemicals may come from liquid or solid products or from cleaning residues or rags. Paint material and wastes, adhesives and cleaning �uids should be recycled when possible, or disposed of properly to prevent these materials from �owing into storm drains and watercourses.

Landscaping,Gardening, And Pool Maintenance

Who should use this information? • Landscapers • Gardeners • Swimming Pool/Spa

Service and Repair Workers • General Contractors • Home Builders • Developers • Homeowners

Doing the Job Right General Business Practices Protect stockpiles (e.g. asphalt, sand, or soil) and

landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting.

Store pesticides, fertilizers, and other chemicals indoors or in a shed or storage cabinet.

Schedule grading and excavation projects during dry weather.

Use temporary check dams or ditches to divert runo� away from storm drains.

Protect storm drains with sandbags or other sediment controls.

Revegetation is an excellent form of erosion control for any site. Replant as soon as possible with temporary vegetation such as grass seed.

Landscaping/Garden Maintenance Consider using Integrated Pest Management Techniques. Use pesticides sparingly, according to instructions on the label. Rinse empty containers, and use rinsewater as product. Dispose of rinsed, empty containers in the trash.

Dispose of unused pesticides as hazardous waste.

Collect lawn and garden clippings, pruning waste, and tree trimmings. Chip if necessary, and compost if possible.

Do not blow or rake leaves, etc. into the street, or place yard waste in gutters or on dirt shoulders. Sweep up any leaves, litter or residue in gutters or on street.

Pool/Fountain/Spa Maintenance Draining pools or spas

Storm Drain Pollution from Landscaping and

Swimming Pool Maintenance

Many landscaping activities expose soils and increase the likelihood that earth and garden chemicals will run o� into the storm drains during irrigation or when it rains. Swimming pool water containing chlorine and copper-based algaecides should never be discharged to storm drains. These chemicals are toxic to aquatic life.

sewer. Never pour paint down a storm drain. Dispose of excess liquids and residue as hazardous waste. For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids and residue as hazardous waste. When thoroughly dry, empty paint cans, used brushes, rags, and drop cloths may be disposed of as garbage in a sanitary land�ll. Leave lids o� paint cans so the refuse collector cam see that they are empty. Empty, dry paint cans also may be recycled as metal. Dispose of empty aerosol paint cans as hazardous waste or at household hazardous waste collection events.

Recycle/Reuse Leftover Paints Whenever Possible

Donate excess water-based (latex) paint for reuse.

Reuse leftover oil-based paint. Dispose of non-recyclable thinners, sludge and unwanted paint, as hazardous waste. Unopened cans of paint may be able to be returned to the paint vendor. Check with the vendor regarding its "buy-back" policy.

Never discharge pool or spa water to a street or storm drain; discharge to a sanitary sewer cleanout. If possible, when emptying a pool or spa, let chlorine dissipate for a few days and then recycle/reuse water by draining it gradually onto a landscaped area. OR

San Jose/Santa Clara Water Pollution ControlPlant (408) 945-5300. You may be able to discharge to the sanitary sewer by running the hose to a utility sink or sewer pipe clean-out. Do not use copper-based algaecides Control algae with chlorine or other alternatives, such as sodium bromide.

Filter Cleaning

Never clean a �lter in the street or near a storm drain. Rinse cartridge and diatomaceous earth �lters onto a dirt area, and spade �lter residue into soil. Dispose of spent diatomaceous earth in the garbage.

If there is no suitable dirt call San Jose/Santa Clara Water Pollution Control Plant (408) 945-5300 for instructions on discharging �lter backwash or rinse water to the sanitary sewer.

General Construction and Site

Who should use this information? • General Contractors • Site Supervisors • Inspectors • Home Builders • Developers • Homeowners

Doing the Job Right General Principles

Keep an orderly site and ensure good housekeeping practices are used. Maintain equipment properly. Cover materials when they are not in use. Keep materials away from streets, storm drains and drainage channels. Ensure dust control water doesn’t leave site or discharge to storm drains.

Advance Planning To Prevent Pollution

Schedule excavation and grading activities for dry weather periods. To reduce soil erosion, plant temporary vegetation or place other erosion controls before rain begins. Use the Erosion and Sediment Control Field Manual , available form the Regional Water Quality Control Board San Francisco Bay Region, as a reference. Control the amount of runo� crossing your site (especially during excavation!) by using berms or temporary or permanent drainage ditches to divert water �ow around the site. Reduce stormwater runo� velocities by constructing temporary check dams or berms where appropriate.

Good Housekeeping Practices

Designate one area of the site for auto parking, vehicle refueling, and routine equipment maintenance. The designated area should be well away from streams or storm drain inlets, bermed if necessary. Make major repairs o� site. Keep materials out of the rain – prevent runo� contamination at the source. Cover exposed piles of soil or construction materials with plastic sheeting or temporary roofs. Before it rains, sweep and remove materials from surfaces that drain to storm drains, creeks, or channels. Keep pollutants o� exposed surfaces. Place trash cans and recycling receptacles around the site to minimize litter. Clean up leaks, drips and other spills immediately so they do not contaminate soil or groundwater or leave residue on paved surfaces. Never hose down “dirty” pavement or surfaces where materials have spilled. Use dry cleanup methods whenever possible. If you must use water, use just enough to keep the dust down. Cover and maintain dumpsters. Check frequently for leaks. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. Never clean out a dumpster by hosing it down on the construction site.

Storm Drain Pollution from Construction Activities

Construction sites are common sources of storm water pollution. Materials and wastes that blow or wash into a storm drain, gutter, or street have a direct impact on local creeks and the Bay.

As a contractor, or site supervisor, owner or operator of a site, you may be responsible for any environmental damage caused by your subcontractors or employees.

Preventing Pollution: It’s Up to Us In the Santa Clara Valley, storm drains transport water directly to local creeks and San Francisco Bay without treatment. Stormwater pollution is a serious problem for wildlife dependent on our creeks and bays and for the people who live near polluted streams or baylands. Common sources of this pollution include spilled oil, fuel, and �uids from vehicles and heavy equipment; construction debris; sediment created by erosion; landscaping runo� containing pesticides or weed killers; and materials such as used motor oil, antifreeze, and paint products that people pour or spill into a street or storm drain.

Thirteen valley municipalities have joined together with Santa Clara County and the Santa Clara Valley Water District to educate local residents and businesses and �ght stormwater pollution. This “blueprint” summarizes “Best Management Practices “(BMPs) for stormwater pollution prevention.

Spill Response Agencies:

Small Business Hazardous Waste Disposal Program

Santa Clara County businesses that generate less than 27 gallons or 220 pounds of hazardous waste per month are eligible to use Santa Clara County’s Small Business Hazardous Waste Disposal Program. Call (408) 299-7300 for a quote, more information or guidance on disposal.

BLUEPRINT FOR A CLEAN BAY Best Management Practices for the Construction Industry

Remember: The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any

environmental damage caused by your subcontractors or employees.

Place portable toilets away from storm drains. Make sure portable toilets are in good working order. Check frequently for leaks .

Materials/Waste Handling

Practice Source Reduction -- minimize waste when you order materials. Order only the amount you need to �nish the job. Use recyclable materials whenever possible. Arrange for pick-up of recyclable materials such as concrete, asphalt, scrap metal, solvents, degreasers, cleared vegetation, paper, rock, and vehicle maintenance materials such as used oil, antifreeze, batteries, and tires.

Permits In addition to local grading and building permits, you will need to obtain coverage under the State's General Construction Activity Stormwater Permit if your construction site's disturbed area totals 1 acre or more. Information on the General Permit can be obtained from the Regional Water Quality Control Board.

Santa Clara ValleyUrban Runo�Pollution Prevention Program

1. Dial 911

2. Santa Clara County Environmental Health Services (408) 299-6930 3. Governor's O�ce of Emergency Services Warning Center (800) 852- 7550 (24 hours).

problems, and is prohibited by law.

(a) Criminal Penalties. Violations of the provisions of this Chapter shall be subject to criminal penalties as provided in Section I-1-4.09-1 of this Code.

(b) Judicial Civil Penalties. Any person who intentionally or negligently violates any provision of this Chapter or any provision of any permit or certi�cate issued pursuant to this Chapter shall be civilly liable to the city in a sum not to exceed twenty-�ve thousand dollars per day for each day in which such violation occurs.

(c) Administrative Citations. When the City Manager and/or his or her designee determines that one or more violations of this Chapter have occurred an administrative citation may be issued pursuant to the procedures set forth in Sections V-500-8.00 through V-500-8.06. The schedule of �nes for administrative citations issued for violations of this Chapter shall be set forth in the schedule of�nes established by resolution of the City Council.

(d) Notice of Noncompliance. If the severity of the violation warrants immediate action, a Notice of Noncompliance or Stop Work Notice shall be issued, permits may be suspended or revoked, Stormwater Pollution Prevention Plans may be found in noncompliance, and corrective actions may be implemented in accordance with Section 11 of this Chapter. For all other cases, including those sites or projects where a stormwater pollution prevention plan is not required, the City Manager or his or her designee shall issue a Notice of Noncompliance that shall enumerate theviolations found. The City Manager or his or her designee shall order compliance bya date or hour certain at his or her discretion. If the violations are not abated in the time period identi�ed in the Notice of Noncompliance, the site shall be deemed to be in noncompliance with federal, State and local laws and the City Manager or his or her designee shall have the authority to issue a Stop Work Notice and/or deem the Stormwater Pollution Prevention Plan inadequate. If a Stop Work Notice is issued, corrective actionsmust be performed until the site has achieved compliance. Corrective actions may include revision and resubmission of any Plan, including, but not limited to, Stormwater Pollution Prevention Plan, Erosion Control Plan or Grading Plan. The City Manager or his or her designee may also require a discharger that has violated any discharge limits contained in this Chapter to install a temporary system for the capture, testing, and release of stormwater.

(e) Suspension of Utility Service. The City may, without prior notice, suspend water service, sanitary sewer service, and/or storm drain discharge access to a person discharging to thestorm drain system when such suspension is necessary to stop an actual or threatened dischargewhich presents, or may present, imminent and substantial danger to the environment or to the health or welfare of persons; or presents, or may present, imminent and substantial danger to thestorm drain system.

XI-16-11 Accidental Discharge - Noti�cation of Discharge (a) All persons shall notify the City by telephone immediately by dialing 911 upon accidentally discharging any material other than an acceptable discharge into a storm drain or watercourse to enable countermeasures to be taken by the City to minimize damage to storm drains and the receiving waters. Prohibited discharges include but are not limited to: (1) Sewage;(2) Discharges of wash water resulting from the cleaning of exterior surfaces and pavement, or the equipment and other facilities of any commercial business, or any other public or private facility; (3) Discharges of runo� from material storage areas, including containing chemicals, fuels, or other potentially polluting or hazardous materials; (4) Discharges of pool or fountain water containing chlorine, biocides, or other chemicals; discharges of pool or fountain �lter backwash water; (5) Discharges of sediment, pet waste, vegetation clippings, or other landscape or construction-related wastes; and(6) Discharges of food-related wastes (e.g., grease, �sh processing, and restaurant kitchen mat and trash bin wash water, etc.).The City, at its sole option, may direct the person or persons responsible for the discharge to perform cleanup activities when it is deemed by the City that the person or persons have the capability to perform such activities. All violations shall be corrected in a timely manner before the next rain event, but no longer than ten (10) business days after the violations are discovered.(b) The person deemed by the City responsible for the discharge shall, within �ve (5) days of the date of occurrence, provide a detailed written statement to theCity Manager or his or her designee describing the causes of the accidental discharge and the measures being taken to prevent future occurrences.Such noti�cation will not relieve persons of liability for violations of this Chapter or for any �nes imposed on the City on account thereof under Section 13350 of the California Water Code, or for violation of Section 5650 of the California Fish and Wildlife Code, or any other applicable provisions of State or federal law.(c) Persons deemed by the City responsible for the discharge are responsible for all expenses resulting from the discharge, including, but not limited to, damages,�nes, and costs of clean-up, whether performed by their own e�orts, City e�orts, or the e�orts of a third party. Reimbursement of City e�orts shall be determined by the number of personnel required and amount of time necessary for the coordination of City e�orts and actual clean-up. All personnel costs shall be charged at their current fully-burdened rate, including overtime, plus any and all other direct costs.

XI-16-14 Enforcement and Penalties

Santa Clara County O�ce of Toxics and Solid Waste Management (408) 441-1195

Santa Clara Valley Water District(408) 265-2600

San Jose/Santa Clara Water Pollution Control Plant (408) 945-5300 Serving Milpitas, Cupertino, Los Gatos, Milpitas, Monte Sereno, San Jose, Santa Clara and Saratoga

Local Pollution Control Agencies

When it’s time to drain a pool, spa, or fountain, please be sure to call your local wastewater treatment plant before you start for further guidance on �ow rate restrictions, back�ow prevention, and handling special cleaning waste (such as acid wash). Discharge �ows should be kept to the low levels typically possible through a garden hose. Higher �ow rates may be prohibited by local ordinance.

Milpitas Municipal Code (MMC) 2017

Supervision

Train your employees and subcontractors. Make these brochures available to everyone who works on theconstruction site. Inform subcontractors about the stormwater requirements and their own responsibilities.

Dispose of all wastes properly. Many construction materials and wastes, including solvents, water-based paints, vehicle�uids, broken asphalt and concrete, wood, and cleared vegetationcan be recycled. Materials that cannot be recycled must be taken to an appropriate land�ll or disposed of as hazardous waste. Never bury waste materials or leave them in the street or near a creek or stream bed.

(f ) For construction projects where a total of three or more Stop Work Notices and Notices of Noncompliance for urban runo� violations have been issued, the City Manager or his or her designee may require the contractor to hire a Quali�ed SWPPP Developer (QSD) or Quali�ed SWPPP Practitioner (QSP) within three business days. The QSD/QSP shall establish e�ective BMPs, provide guidance for improvement for the duration of the project, and certify compliance. A Stop Work Notice shall be issued for failure to comply.

(g) Remedies Cumulative. The remedies provided in this section are cumulative and not exclusive, and shall be in addition to any other penalty provided for in this Chapter and shall be in addition to all other remedies available to the City under State and federal law.

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GENERAL NOTES& PLUMBING

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PRIOR TO ORDERING FINISH MATERIALS, SUBMIT SCHEDULE OF FINISH MATERIALS WITHMANUFACTURER DATA SHEETS.

SUBMIT CASEWORK SHOP DRAWINGS FOR ARCHITECT REVIEW PRIOR TO ORDERING CASEWORK. DONOT ORDER CASEWORK PRIOR TO RECEIVING REVIEWED SHOP DRAWINGS.

ALIGN FACE OF FINISH IN THE SAME PLANE UNLESS OTHERWISE SHOWN OR NOTED. COORDINATEALIGNMENTS WITH ARCHITECT DURING SITE OBSERVATION.

ALIGN FINISH FLOORING SURFACES UNLESS OTHERWISE SHOWN OR NOTED. COORDINATETHRESHOLDS & TRANSITIONS WITH ARCHITECT DURING SITE OBSERVATION.

WATER-RESISTANT GYPSUM BOARD ("GREEN BOARD") SHALL NOT BE USED AS A BACKER FORTILE IN ANY WET LOCATION; IN SHOWER OR TUB/SHOWER COMPARTMENTS; AND/OR WITHIN ANYASSEMBLY INCLUDING A VAPOR RETARDER, VAPOR BARRIER, OR WATERPROOF MEMBRANE.

PRIOR TO ORDERING OR INSTALLING WATER-RESISTANT GYPSUM BOARD ("GREEN BOARD"),SUBMIT PROPOSED LOCATIONS FOR ARCHITECT REVIEW. DO NOT INSTALL GYPSUM BOARD PRIORTO RECEIVING REVIEWED SUBMITTAL.

WALL FINISH AT SHOWER & SHOWER/TUB ENCLOSURES SHALL BE FINISHED WITH A SMOOTHNON-ABSORBENT SURFACE TO A MINIMUM HEIGHT OF 70" ABOVE THE DRAIN OUTLET. UNLESSOTHERWISE SHOWN OR NOTED, SHOWER & SHOWER/TUB ENCLOSURE WALLS SHALL BE FINISHEDWITH CERAMIC-PORCELAIN-STONE TILE O/ MORTAR O/ CEMENTITIOUS BACKER BOARD O/WATERPROOF MEMBRANE PER THE LATEST EDITION OF THE TILE COUNCIL OF AMERICA HANDBOOKMETHOD BX12-01.

PRIOR TO COMMENCING WORK & PRIOR TO CONCEALING FRAMING, SUBMIT PROPOSED TILEINSTALLATION METHODS FROM LATEST EDITION OF TCA HANDBOOK FOR ARCHITECT REVIEW.SUBMITTAL SHALL INCLUDE TCA NUMBER, GRAPHIC DETAIL, & ASSEMBLY FROM TCA HANDBOOK,MANUFACTURER DATA / CUT SHEETS FOR COMPONENTS AND LOCATION WITHIN THE PROJECT/WORK FOR THE FOLLOWING: TILE INSTALLATION AT TYPICAL (DRY) WALL, TILE INSTALLATION &WATERPROOFING AT SHOWER (WET) WALL, SHOWER FLOOR & PAN, SHOWER CEILING, TUB TOWALL CONDITION, AND ALL OTHER APPLICABLE PROJECT CONDITIONS. SUBMIT DESCRIPTION /MANUFACTURER DATA / CUT SHEETS FOR ALL COMPONENTS INCLUDING BUT NOT LIMITED TO:FRAMING ASSEMBLY, SHEATHING, BACKER, MEMBRANE, MORTAR, GROUT, ADHESIVE, & SEALANT.DO NOT COMMENCE FINISH WORK OR CONCEAL FRAMING PRIOR TO RECEIVING REVIEWEDSUBMITTAL.

MECHANICAL SYSTEM SHALL COMPLY WITH CURRENT EDITION OF CALIFORNIA MECHANICAL CODE& ALL OTHER APPLICABLE CODES & ORDINANCES AS ADOPTED & AMENDED BY AHJ.

MECHANICAL DUCTS & RISERS SHALL BE SHEET METAL UNLESS OTHERWISE NOTED. PROVIDEDUCT INSULATION & ISOLATION OF DUCTS FROM FRAMING, FINISHES, & ADJACENT DUCTWORK.

GENERAL CONTRACTOR SHALL ENSURE THAT LOCATIONS OF ALL DUCTS, DAMPERS, RISERS,FLUES, REGISTERS, GRILLES & OTHER ELEMENTS COORDINATE WITH ALL TRADES.

ALL FLUES & VENTS THRU ROOF SHALL TRANSITION TO PENETRATE THE ROOF AS FAR FROM THEEDGE AS FEASIBLE. TERMINATIONS OF ALL FLUES & VENTS SHALL BE LOCATED CODE REQUIREDDISTANCES ABOVE AND/OR AWAY FROM OPERABLE DOORS, WINDOWS, & SKYLIGHTS.COORDINATE LOCATIONS WITH ARCHITECT DURING SITE OBSERVATION VISITS. WHERE POSSIBLE &ALLOWED BY CODE, GANG MULTIPLE ITEMS TOGETHER FOR A SINGLE ROOF PENETRATION.

TERMINATION OF ALL EXHAUST DUCTS SHALL BE A MINIMUM OF 3'-0" AWAY FROM ANY OPENINGINTO BUILDING, INCLUDING DOORS, OPERABLE WINDOWS, OPERABLE SKYLIGHTS, ATTIC VENTS &ANY OTHER OPENING THAT ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING.

PERMANENT HVAC SYSTEM SHALL NOT BE USED DURING CONSTRUCTION EXCEPT WITH SPECIFICWRITTEN PERMISSION FROM TENANT/OCCUPANT. IF SYSTEM IS USED WITH OCCUPANT APPROVAL,PROVIDE NEW FILTERS INSTALLED AT TIME OF SUBSTANTIAL COMPLETION.

SEE MECHANICAL SHEETS FOR ADDITIONAL NOTES & REQUIREMENTS.

THE FOLLOWING GENERAL NOTES APPLY TO ALL DRAWINGS OF ALL DISCIPLINES. FOR NOTESAPPLICABLE TO SPECIFIC DISCIPLINE, REFER TO SEPARATE NOTES WITHIN THAT DISCIPLINE.

ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL FEDERAL, STATE, COUNTY, ANDLOCAL LAWS, ORDINANCES, CODES, & REGULATIONS IN FORCE AT THE TIME OF THE PROJECT,INCLUDING, BUT NOT LIMITED TO THE CODES LISTED ON THE PROJECT COVER SHEET. NOTHINGWITHIN THE PROJECT DRAWINGS & DOCUMENTATION SHALL BE CONSTRUED TO PERMIT WORKNOT CONFORMING TO LEGAL REQUIREMENTS. ALL WORK SHALL BE PERFORMED BY QUALIFIEDLICENSED PROFESSIONALS.

FOR THE PURPOSE OF THESE DRAWINGS AND ALL PROJECT DRAWINGS & DOCUMENTS,CONSTRUCTION DOCUMENTS, AND CONTRACT DOCUMENTS, THE TERM "CONTRACTOR" SHALLMEAN & APPLY TO ANY & ALL OF THE FOLLOWING:

A GENERAL CONTRACTOR LICENSED BY THE STATE OF CALIFORNIA AND/OR ANY OTHERINDIVIDUAL(S), PARTNERSHIP(S), CORPORATION(S), OR OTHER ENTITY OR ENTITIES PERFORMINGWORK DIRECTLY FOR OR ON BEHALF OF THE OWNER, AND/OR COORDINATING ORSUBCONTRACTING WORK ON BEHALF OF THE OWNER.IN ANY INSTANCE WHERE THE OWNER ACTS AS OWNER/CONTRACTOR, THE OWNER SHALLASSUME ALL RESPONSIBILITIES & LIABILITIES OF THE GENERAL CONTRACTOR AS DELINEATED INTHESE & ALL OTHER APPLICABLE DOCUMENTS. THE TERMS "GENERAL CONTRACTOR" &"CONTRACTOR" SHALL HAVE IDENTICAL MEANING & MAY BE USED INTERCHANGEABLY.

GENERAL CONTRACTOR SHALL OBTAIN & PAY ALL FEES FOR ALL DEMOLITION, BUILDING, TRADE,& OTHER PERMITS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION (AHJs), SHALL PAY ALLFEES TO & COORDINATE THE INSTALLATIONS OF ALL UTILITIES WITH THE APPROPRIATE UTILITYCOMPANIES AND/OR PUBLIC AGENCIES, AND SHALL COMPLY WITH ALL LICENSING & OTHERREQUIREMENTS FOR COMMENCING & COMPLETING THE WORK, INCLUDING BUT NOT LIMITED TOINSURANCE, BONDING, & BUSINESS LICENSE(S).

GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIAL & WORKMANSHIP FREE OF DEFECTSFOR NOT LESS THAN TWO YEARS FROM DATE OF ACCEPTANCE BY OWNER.

GENERAL CONTRACTOR SHALL VISIT SITE, REVIEW CONSTRUCTION DOCUMENTS & OTHERAPPLICABLE DOCUMENTS, & BECOME FAMILIAR WITH EXISTING SITE CONDITIONS PRIOR TOCOMMENCING BIDDING, PRICING, AND COST ESTIMATING AND PRIOR TO COMMENCING WORK.

ALL WORK SHOWN, NOTED, LISTED, AND/OR IMPLIED ON CONSTRUCTION DOCUMENTS SHALL BEPROVIDED, SUPPLIED, & INSTALLED BY THE GENERAL CONTRACTOR, EXCEPT WHERE NOTEDOTHERWISE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SUCH WORK AND COMPLIANCEWITH ALL NOTES & REQUIREMENTS REGARDLESS OF WHERE THE INFORMATION IS REPRESENTEDWITHIN THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THESATISFACTORY COMPLETION OF ALL WORK IN ACCORDANCE WITH THE CONSTRUCTIONDOCUMENTS.

CONSTRUCTION ADMINISTRATION:ARCHITECT SHALL BE RETAINED TO ATTEND PROJECT MEETINGS; TO PROVIDE FIELDOBSERVATION AT THE PROJECT JOBSITE; TO REVIEW & RESPOND TO REQUESTS FORINFORMATION, SUBMITTALS, SHOP DRAWINGS, SUBSTITUTION REQUESTS, & "PUNCH LIST" OFCORRECTIONS; AND TO COORDINATE THE WORK OF CONSULTANTS DURING CONSTRUCTION.ARCHITECT SHALL NOT BE OBLIGATED TO ATTEND ANY MEETING OR PERFORM ANY WORK FORWHICH ARCHITECT HAS NOT BEEN CONTRACTED OR COMPENSATED BY THE OWNER.

PROJECT MEETINGS & FIELD OBSERVATIONS:GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF PROJECT MILESTONES, INSPECTIONS, ANDBENCHMARKS AND REQUEST THAT THE ARCHITECT OBSERVE THE CONFORMANCE OF THE WORKTO THE DESIGN INTENT OF THE CONTRACT DOCUMENTS PRIOR TO ARRANGING FOR JURISDICTION-REQUIRED INSPECTIONS. ARCHITECT WILL INSPECT THE WORK TO DETERMINE "SUBSTANTIALCOMPLETION" & "FINAL COMPLETION" AS REQUESTED & AGREED BY CONTRACTOR & OWNER.

REQUESTS FOR INFORMATION (RFIs):GENERAL CONTRACTOR SHALL BRING ERRORS, OMISSIONS, AND/OR DISCREPANCIES TO THEARCHITECT'S ATTENTION BY SUBMITTING A WRITTEN REQUEST FOR INFORMATION. ARCHITECT'SREVIEW & WRITTEN RESPONSE SHALL BE OBTAINED PRIOR TO PROCEEDING WITH THE WORK INQUESTION & PRIOR TO PROCEEDING WITH RELATED WORK IMPACTED BY RFI. GENERALCONTRACTOR WILL BE HELD FULLY RESPONSIBLE FOR RESULTS OF ERRORS, DISCREPANCIES, OROMISSIONS ABOUT WHICH GENERAL CONTRACTOR FAILED TO NOTIFY ARCHITECT BEFORECONSTRUCTION AND/OR FABRICATION OF THE WORK. IF INFORMATION REQUESTED IS APPARENTFROM FIELD OBSERVATIONS, IS CONTAINED IN THE CONTRACT DOCUMENTS, OR IS REASONABLYINFERABLE FROM THEM, CONTRACTOR SHALL BE RESPONSIBLE TO THE CLIENT FOR ALLREASONABLE COSTS CHARGED BY THE ARCHITECT TO THE CLIENT FOR ADDITIONAL SERVICESREQUIRED TO PROVIDE SUCH INFORMATION.

ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED ON FORM PROVIDED BY GENERALCONTRACTOR, ON FORM PROVIDED BY ARCHITECT, OR IN EMAIL TO SPECIFIC ADDRESS(ES)PROVIDED BY ARCHITECT. RFIs SHALL INCLUDE THE FOLLOWING MINIMUM INFORMATION:SEQUENTIAL RFI NUMBER, DATE SUBMITTED, RFI TITLE, ISSUE DESCRIPTION, QUESTION(S),ADDITIONAL RELEVANT INFORMATION, AFFECT ON SCHEDULE AND/OR BUDGET. IN CASES WHEREMULTIPLE RFIs ARE SUBMITTED SIMULTANEOUSLY OR ON THE SAME DAY, PROVIDE PRIORITY FORREVIEW. ITEMS WILL BE REVIEWED IN NUMERIC ORDER UNLESS OTHERWISE MARKED, NOTED, &PRIORITIZED. EACH RFI NUMBER SHALL BE ASSIGNED TO A SINGLE ISSUE TO BE RESOLVED; DO NOTINCLUDE MULTIPLE ISSUES UNDER A SINGLE RFI NUMBER.

ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED TO THE ARCHITECT. TO EXPEDITE REVIEW& RESPONSE, RFIs INVOLVING CONSULTANTS (INCLUDING BUT NOT LIMITED TO SOIL/GEOTECHNICAL ENGINEER, CIVIL ENGINEER, ARBORIST, SURVEYOR, STRUCTURAL ENGINEER, TITLE24 ENERGY CODE CONSULTANT, LANDSCAPE ARCHITECT) THE RFI SHOULD BE ADDRESSED TO THEARCHITECT & COPIED TO THE CONSULTANT. THE ARCHITECT SHALL BE INCLUDED ON ALLPROJECT CORRESPONDENCE TO CONSULTANTS.

ALL WORK SHALL CONFORM TO ALL MANUFACTURER REQUIREMENTS & RECOMMENDATIONS. INTHE EVENT THAT A MANUFACTURER REQUIREMENT/RECOMMENDATION CONFLICTS WITH A CODE,LEGAL REQUIREMENT, SITE CONDITION, OR ANY OTHER REQUIREMENT, SUBMIT RFI.

DO NOT SCALE FROM DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWN SCALE& PROPORTION. ALL DIMENSIONS ARE SHOWN OR CAN BE DERIVED FROM THOSE SHOWN ON THEDRAWINGS. IN THE EVENT THAT A NECESSARY DIMENSION IS NOT SHOWN/NOTED, SUBMIT RFI.

ALL DIMENSIONS, CLEARANCES, HEIGHTS, ELEVATIONS, & PROJECT CONDITIONS SHALL BECHECKED & VERIFIED ON THE PROJECT SITE BY THE GENERAL CONTRACTOR & BY EACH TRADEPRIOR TO COMMENCING WORK.

SUBMITTALS NOTED BY THESE DOCUMENTS ARE REQUIRED: GENERAL CONTRACTOR SHALLPROVIDE TO THE ARCHITECT FOUR (X) HARDCOPY SETS OF DOCUMENTATION AND SHALL OBTAINTHE ARCHITECT'S REVIEW & WRITTEN RESPONSE PRIOR TO COMMENCING WORK IMPACTED BY THESUBMITTAL. ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTORPRIOR TO ARCHITECT'S REVIEW. ARCHITECT'S REVIEW SHALL BE FOR THE LIMITED PURPOSE OFDETERMINING COMPLIANCE WITH DESIGN INTENT AND SHALL NOT RELIEVE THE GENERALCONTRACTOR FROM RESPONSIBILTY TO COMPLY WITH ALL REQUIREMENTS OF THE CONTRACTDOCUMENTS.

SHOP DRAWINGS:GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS FABRICATEDSPECIFICALLY FOR THIS PROJECT INCLUDING, BUT NOT LIMITED TO: CABINETRY, CASEWORK,COUNTERTOPS, DOORS, EQUIPMENT, FIREPLACES, SKYLIGHTS, STAIRWAYS, STRUCTURALFABRICATIONS, WINDOWS, AND ALL OTHER CUSTOM FABRICATED ITEMS AND COMPONENTS.

SUBSTITUTION REQUESTS:ALL WORK SHALL BE PROVIDED AS SPECIFIED. WHERE ANY CONFUSION REGARDING SPECIFICATIONEXISTS, SUBMIT RFI. SUBMIT WRITTEN SUBSTITUTION REQUESTS FOR ALL PROPOSEDSUBSTITUTIONS, INCLUDING THOSE FOR ITEMS DESIGNATED AS "OR APPROVED EQUAL" (O.A.E.),PRIOR TO COMMENCEMENT OF WORK. NO OTHER SUBSTITUTIONS WILL BE ALLOWED. THECONTRACTOR SHALL ASSUME FULL LIABILITY FOR ALL WORK PROVIDED OR INSTALLED IN ANYMANNER OTHER THAN PER THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUPPLYTHE ARCHITECT WITH TWO (2) SETS OF MANUFACTURER’S LITERATURE AND PRODUCT SAMPLESFOR ANY PRODUCTS TO BE CONSIDERED FOR SUBSTITUTION. GENERAL CONTRACTOR WILL BENOTIFIED IN WRITING OF ACCEPTABLE PRODUCT SUBSTITUTIONS. VERBAL APPROVALS ARESPECIFICALLY PROHIBITED.

CHANGES / DEVIATIONS:SUBMIT ANY PROPOSED CHANGE OR DEVIATION FROM CONSTRUCTION DOCUMENTS AS A REQUESTFOR INFORMATION, SUBSTITUTION REQUEST, OR CHANGE ORDER PROPOSAL. NO CHANGE ORDEVIATION FROM CONSTRUCTION DOCUMENTS SHALL OCCUR OR BE PERMITTED WITHOUT BOTHWRITTEN REVIEW RESPONSE FROM ARCHITECT AND WRITTEN APPROVAL FROM OWNER.

ALL ITEMS ARE NEW UNLESS SPECIFICALLY DENOTED AS “EXISTING”, “EXIST”, AND/OR “(E)”. THENOTATION “NEW” AND/OR “(N)” IN LABELS, NOTES, AND/OR OTHER TEXT RELATIVE TO ANY ITEMARE SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR, AHJ, AND OTHERS USING THEDOCUMENTS AND DO NOT DENOTE THAT OTHER ITEMS ARE EXISTING. IN CASE OF ANY DOUBT,CONFUSION, OR DISCREPANCY REGARDING WHETHER AN ITEM IS NEW OR EXISTING, SUBMIT AN RFIPRIOR TO BIDDING AND/OR COMMENCING WORK.

GENERAL CONTRACTOR SHALL CLOSELY COORDINATE THE WORK WITH THAT OF OTHERCONTRACTORS, SUBCONTRACTORS, & VENDORS, INCLUDING THOSE UNDER SEPARATE CONTRACTWITH THE OWNER, TO ASSURE THAT ALL SCHEDULES ARE MET & THAT ALL WORK CONFORMS TOCONTRACT REQUIREMENTS.

ON ALL CONTINUOUS SURFACES WHERE CONSTRUCTION INVOLVES MORE THAN ONE FINISH, MORETHAN ONE MATERIAL, OR MORE THAN ONE THICKNESS OF A FINISH OR MATERIAL, ALIGN THEFACE OF FINISH, UNLESS OTHERWISE SPECIFICALLY SHOWN OR NOTED. "ALIGN" MEANS TOACCURATELY LOCATE THE FINISHES IN THE SAME PLANE.

GENERAL CONTRACTOR SHALL REPLACE OR REPAIR, AT CONTRACTOR'S EXPENSE, ALL DAMAGED,REMOVED, OR OTHERWISE DISTURBED EXISTING UTILITIES, IMPROVEMENTS, OR FEATURES OFWHATEVER NATURE, TO THEIR ORIGINAL CONDITION, WHETHER SHOWN ON DRAWINGS OR NOT.

USE OF THE WORD "PROVIDE" OR "PROVIDED" IN CONJUNCTION WITH ANY ITEM(S) SHOWN ORNOTED IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, PREPARED, INSTALLED, ANDCONNECTED BY GENERAL CONTRACTOR IN FINAL LOCATION READY FOR SERVICE.

GENERAL CONTRACTOR SHALL MAINTAIN THE FOLLOWING ON THE PROJECT SITE AT ALL TIMESDURING ALL PHASES OF CONSTRUCTION FOR THE USE OF THE OWNER, ARCHITECT, AUTHORITYHAVING JURISDICTION, & ALL TRADES: A COMPLETE AND CURRENT SET OF CONSTRUCTIONDOCUMENTS, A PROJECT BINDER OR FILE INCLUDING REQUESTS FOR INFORMATION, SUBMITTALS,SHOP DRAWINGS, SUBSTITUTION REQUEST, ARCHITECT RESPONSES, & INSTALLATIONINSTRUCTIONS FOR ALL SPECIFIED, PROVIDED, INSTALLED, AND/OR REQUIRED EQUIPMENT .

GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTIONDOCUMENTS AS REQUIRED. GENERAL CONTRACTOR SHALL MAINTAIN A PROJECT BINDER OR FILEINCLUDING INSTALLATION INSTRUCTIONS FOR ALL SPECIFIED, PROVIDED, INSTALLED, AND/ORREQUIRED EQUIPMENT.

"AS REQUIRED" MEANS AS NECESSARY TO COMPLETELY COMPLY WITH LAWS, ORDINANCES,CODES, REGULATIONS, REFERENCED STANDARDS, & CONTRACT DOCUMENTS, & AS MADENECESSARY BY EXISTING CONDITIONS, SAFETY CONSIDERATIONS, & GENERALLY ACCEPTEDCONSTRUCTION PRACTICES WHERE SUCH CONDITIONS, CONSIDERATIONS, & PRACTICES DO NOTCONFLICT WITH LEGAL OR CONTRACT REQUIREMENTS.

PROJECT SITE CONDITIONS & SAFETY:GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR PROJECT SITECONDITIONS & SAFETY, INCLUDING BUT NOT LIMITED TO WORKER SAFETY, SAFETY OF ALLPERSONS, SAFETY OF PROPERTY, SHORING, PROTECTION, CLEANING, & COMPLIANCE WITH OSHA,CAL-OSHA, & ALL OTHER APPLICABLE SAFETY STANDARDS. REMOVE ALL RUBBISH & WASTEMATERIALS ON A REGULAR BASIS & EXERCISE STRICT CONTROL OVER PROJECT SITE CLEANING TOPREVENT ANY DIRT, DUST, AND/OR DEBRIS FROM AFFECTING JOBSITE SAFETY, FINISHED WORK,MATERIALS, & AREAS IN OR OUTSIDE THE PROJECT SITE.

DETAILS ARE USUALLY KEYED IN ONLY ONCE ON THE DRAWINGS & APPLY TO SIMILAR CONDITIONSUNLESS OTHERWISE NOTED. "TYPICAL" OR "TYP" MEANS THAT THE CONDITION ISREPRESENTATIVE FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM"MEANS THAT THE CONDITION HAS COMPARABLE CHARACTERISTICS TO THAT NOTED, BUT DIFFERSIN A MINOR WAY SUCH AS ORIENTATION OR SIZE.

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PROVIDE LIGHTING IN COMPLIANCE WITH ALL APPLICABLE CODES & REGULATIONS, INCLUDINGCURRENT CALIFORNIA ENERGY CODE. COMPLY WITH TITLE 24 ENERGY REPORT, SEE COVER SHEET.

PROVIDE CA APPROVED ENERGY SAVING ELECTRONIC BALLASTS FOR ALL FLUOR FIXTURES.

ALL SIMILAR FIXTURES OF DIFFERENT SIZES SHALL BE OF SAME STYLE AND CONSTRUCTION ANDBE PART OF A MATCHING FAMILY OF FIXTURES.

SEE ELECTRICAL SHEETS FOR ADDITIONAL NOTES & REQUIREMENTS.

PLUMBING SYSTEM SHALL COMPLY WITH CURRENT EDITION OF CALIFORNIA PLUMBING CODE & ALLOTHER APPLICABLE CODES & ORDINANCES AS ADOPTED & AMENDED BY AHJ.

UPON SUBSTANTIAL COMPLETION, GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH RECORDDRAWINGS MARKED BY PLUMBING SUBCONTRACTOR SHOWING PLUMBING SYSTEM AS-BUILTINCLUDING ALL ADDITIONS & REVISIONS TO THE SYSTEM SHOWN ON ELECTRICAL PLANS.

SHALL DEVELOP PLUMBING & PIPE LAYOUT FOR ALL PLUMBING ELEMENTS SHOWN.CALCULATIONS SHALL BE BASED ON SCHEMATIC PLANS AND FIXTURE SCHEDULE.

PROVIDE AN APPROVED BACKWATER VALVE ON SANITARY SEWER SYSTEM. GENERALCONTRACTOR SHALL VERIFY ALL REQUIREMENTS WITH SEWER COMPANY, WATER COMPANY,BUILDING DEPARTMENT, DEPARTMENT OF PUBLIC WORKS, AND ALL OTHER AUTHORITIES HAVINGJURISDICTION. INSTALL PER ALL CODE, AHJ, & COMPANY REQUIREMENTS. GENERAL CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR SUCH VERIFICATION.

PROVIDE R-3 OR BETTER INSULATION ON ALL WATER PIPING, INCLUDING, BUT NOT LIMITED TOCOLD WATER, HOT WATER, & WATER RECIRCULATION PIPING. ISOLATE ALL PIPING WITH RUBBERGROMMETS. PROVIDE R-12 OR BETTER EXTERNAL BLANKET AROUND WATER HEATER.

ALL WASTE LINES SHALL BE CAST IRON WITHIN STRUCTURE. PLASTIC WASTE LINES AREACCEPTABLE BELOW STRUCTURE FOR REMODELS & ADDITIONS, ALL NEW PLUMBING SHALLMATCH EXISTING PIPING MATERIALS AND CONNECTIONS.

ALL FLUES AND VENTS PENETRATING THE ROOF SHALL TRANSITION SO THAT THEY PENETRATETHE ROOF AS FAR FROM THE EDGE AS FEASIBLE. TERMINATIONS OF ALL FLUES AND VENTS SHALLBE LOCATED CODE REQUIRED DISTANCES ABOVE AND/OR AWAY FROM OPERABLE DOORS,WINDOWS, AND SKYLIGHTS. COORDINATE LOCATIONS WITH ARCHITECT DURING SITEOBSERVATION VISITS. WHERE POSSIBLE & ALLOWED BY CODE, GANG MULTIPLE ITEMS TOGETHERFOR A SINGLE ROOF PENETRATION.

PROVIDE APPROVED NONREMOVABLE BACKFLOW PREVENTION DEVICES AT ALL HOSEBIBS.

SEE PLUMBING SHEETS FOR ADDITIONAL NOTES & REQUIREMENTS.

ELECTRICAL SYSTEM SHALL COMPLY WITH CURRENT EDITION OF CALIFORNIA ELECTRICAL CODE &ALL OTHER APPLICABLE CODES & ORDINANCES AS ADOPTED & AMENDED BY AHJ.

PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI/GFCI) FOR TEMPORARY POWER &ALL ELECTRICAL CONVENIENCE RECEPTACLE OUTLETS LOCATED OUTDOORS, IN BATHROOMS, ATKITCHEN COUNTERS, IN A GARAGE, IN OTHER UNFINISHED STORAGE & UTILITY SPACES, IN WETLOCATIONS, AND AT ALL LOCATIONS WITHIN 6'-0" OF A SINK.

UPON SUBSTANTIAL COMPLETION, GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH RECORDDRAWINGS PREPARED BY ELECTRICAL SUBCONTRACTOR SHOWING ELECTRICAL SYSTEM AS-BUILTINCLUDING CIRCUITING; LOCATION OF SERVICE DROP, MAIN PANEL, METER, DISCONNECT, &SUBPANELS; AND ALL ADDITIONS & REVISIONS TO THE SYSTEM SHOWN ON ELECTRICAL PLANS.

PRIOR TO SUBSTANTIAL COMPLETION, GENERAL CONTRACTOR SHALL PROVIDE AN ACCURATE,UPDATED, TYPEWRITTEN PANEL BOARD DIRECTORY PREPARED BY THE ELECTRICALSUBCONTRACTOR AND AFFIXED TO THE FACE OR DOOR OF EACH PANELBOARD.

SEE ELECTRICAL SHEETS FOR ADDITIONAL NOTES & REQUIREMENTS.

M1.

M2.

M3.

M4.

M5.

M6.

M7.

ELECTRICAL NOTESE1.

E2.

E3.

E4.

E5.

PLUMBING GENERAL NOTESE1.

E2.

E3.

E4.

E5.

E6.

E7.

E8.

E9.

LIGHTING NOTES

FINISH NOTES

SUBMIT DOOR SHOP DRAWINGS AND MANUFACTURER DOOR SCHEDULE / ORDER INFORMATION FORARCHITECT REVIEW PRIOR TO ORDERING DOORS. DO NOT ORDER DOORS PRIOR TO RECEIVINGREVIEWED SUBMITTAL.

VERIFY ROUGH OPENING DIMENSIONS WITH DOOR MANUFACTURER PRIOR TO FRAMING & PRIOR TOORDERING.

VERIFY DOOR JAMB DEPTH DIMENSIONS WITH FINISH MATERIAL, SHEAR PLYWOOD, SITECONDITIONS, & OTHER REQUIREMENTS SHOWN ON DRAWINGS PRIOR TO ORDERING.

COORDINATE DOOR OPERATION, PANEL & LITE SIZES, SHAPES, & PATTERNS WITH EXTERIORELEVATIONS & INTERIOR ELEVATIONS PRIOR TO ORDERING.

SEE SPECIFIC NOTES ON DRAWINGS REGARDING SAFETY GLAZED WINDOWS. SAFETY GLAZINGSHALL BE TEMPERED AND/OR LAMINATED TO MEET CBC REQUIREMENTS.

EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIALKNOWLEDGE OR EFFORT.

THRESHOLDS AT DOORWAYS SHALL BE MAX 1/X" IN HEIGHT, MAX 1/2" HT WHEN BEVELED WITHA 2:1 SLOPE (50% SLOPE).

SUBMIT WINDOW SHOP DRAWINGS AND MANUFACTURER DOOR SCHEDULE / ORDER INFORMATIONFOR ARCHITECT REVIEW PRIOR TO ORDERING WINDOWS. DO NOT ORDER WINDOWS PRIOR TORECEIVING REVIEWED SUBMITTAL.

VERIFY ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER PRIOR TO FRAMING & PRIORTO ORDERING.

VERIFY WINDOW JAMB DEPTH DIMENSIONS WITH FINISH MATERIAL, SHEAR PLYWOOD, SITECONDITIONS, & OTHER REQUIREMENTS SHOWN ON DRAWINGS PRIOR TO ORDERING.

COORDINATE WINDOW UNIT, OPERATION, SASH, MULLION & MUNTIN SIZES, SHAPES, & PATTERNSWITH EXTERIOR ELEVATIONS & INTERIOR ELEVATIONS PRIOR TO ORDERING.

COMMERCIAL 2016 CBC

DOOR NOTES

WINDOW NOTES

1.

2.

3.

4.

5.

6.

7.

1.

2.

3.

4.

MECHANICAL/ELECTRICAL/PLUMBING GENERAL NOTES

ALL WORK SHALL BE DONE BY QUALIFIED LICENSED CONTRACTORS AND/OR QUALIFIED LICENSEDSUBCONTRACTORS IN ACCORDANCE WITH ALL FEDERAL, STATE & LOCAL LAWS, CODES, &ORDINANCES.

COPY ARCHITECT ON ALL CORRESPONDENCE WITH M.E.P. ENGINEERS.

GENERAL CONTRACTOR SHALL COORDINATE ALL WORK SO AS TO ENSURE ADEQUATECLEARANCES BETWEEN ALL MECHANICAL, PLUMBING, & ELECTRICAL WORK, INCLUDING, BUT NOTLIMITED TO, DUCTWORK, PIPING, VENTING, CONDUIT, EQUIPMENT, & DEVICES AND FRAMING.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. SUCH COORDINATION SHALL REMAINTHE GENERAL CONTRACTOR'S RESPONSIBILITY.

THERMAL & ACOUSTICAL INSULATION, INCLUDING FACINGS SUCH AS VAPOR BARRIERS ORBREATHER PAPERS, INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES,WALLS, PARTITIONS, CRAWLSPACES, OR ATTICS, AND INSULATION / COVERING ON PIPE & TUBINGSHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DENSITY RATING OF X50 ORLESS & SHALL COMPLY WITH ALL CBC REQUIREMENTS.

ALL DEVICES & EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LAB.

SEE M.E.P. PLANS FOR ADDITIONAL NOTES & REQUIREMENTS.

MECHANICAL NOTES

1.

2.

3.

4.

5.

6.

L1.

L2.

L3.

L4.

F1.

F2.

F3.

F4.

F5.

F6.

F7.

F8.

APPLICABILITY:THE FOLLOWING REQUIREMENTS SUPPLEMENT REQUIREMENTS SPECIFIED ELSEWHERE IN THECONTRACT DOCUMENTS. ALL REQUIREMENTS SHALL REMAIN IN FULL FORCE REGARDLESS OFWHERE THEY APPEAR IN THESE DOCUMENTS.SCOPE OF WORK INCLUDES COMPLETE DEMOLITION & REMOVAL OF EXISTING BUILDINGS.

RESPONSIBILITIES:GENERAL CONTRACTOR ASSUMES RESPONSIBILITY FOR MODIFYING DEMOLITION & REMOVALPROCESS ACCORDING TO ACTUAL SITE CONDITIONS PRESENT AT TIME OF WORK & ACCORDINGTO REQUIREMENTS OF ANY AUTHORITY HAVING JURISDICTION.OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF SITE OR PORTIONS OFSTRUCTURES TO BE DEMOLISHED. VARIATION FROM CONDITIONS AT TIME OF INSPECTION FORPRICING MAY OCCUR DUE TO OWNER'S REMOVAL & SALVAGE OPERATIONS AND/OR FOR OTHERREASONS.ARCHITECT & ARCHITECT’S SUBCONSULTANTS ASSUME NO RESPONSIBILITY FOR ACTUAL SITECONDITIONS FOR ANY REASON AT ANY TIME. ALL SITE CONDITIONS SHALL BE FIELD VERIFIED BYTHE GENERAL CONTRACTOR AND ANY & ALL SUBCONTRACTORS PRIOR TO COMMENCING WORK.COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE OF SITE CONDITIONS. ANYCONDITION ALTERING SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF OWNERIMMEDIATELY IN WRITING.

PROJECT SITE CONDITIONS & SAFETY:GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR PROJECT SITECONDITIONS & SAFETY, INCLUDING BUT NOT LIMITED TO WORKER SAFETY, SAFETY OF ALLPERSONS, SAFETY OF PROPERTY, SHORING, PROTECTION, CLEANING & COMPLIANCE WITH OSHA,CAL-OSHA, & ALL OTHER APPLICABLE SAFETY STANDARDS. REMOVE ALL RUBBISH & WASTEMATERIALS ON A REGULAR BASIS. EXERCISE STRICT CONTROL OVER PROJECT SITE CLEANING TOPREVENT ANY DIRT, DUST, AND/OR DEBRIS FROM AFFECTING JOBSITE SAFETY, FINISHED WORK,MATERIALS, & AREAS IN OR OUTSIDE THE PROJECT SITE.PROVIDE TEMPORARY BARRICADES, FENCES, SHORING, LIGHTS, BARRIERS, PARTITIONS, CASINGOF OPENINGS, CHUTES, CLOSURES AND OTHER PROTECTION.INVESTIGATE & BECOME FAMILIAR WITH EXISTING & REASONABLY FORESEEABLE SITECONDITIONS WHICH MAY OCCUR DURING THE COURSE OF THE WORK, INCLUDING, BUT NOTLIMITED TO CONDITIONS CAUSED BY CHANGES IN TIME OF DAY, WEATHER, AND SEASONS.DO NOT BEGIN DEMOLITION OPERATIONS UNTIL OWNER HAS PROVIDED WRITTEN PERMISSION TOPROCEED.EXECUTE DEMOLITION TO CAREFULLY MINIMIZE INTERFERENCE WITH EXISTING BUILDING & SITEOPERATIONS, INCONVENIENCE TO OCCUPANTS & THE PUBLIC, DANGER TO PERSONS, ANDDAMAGE TO EXISTING MATERIALS TO REMAIN.ENSURE SAFE PASSAGE OF PEOPLE AROUND AREA OF DEMOLITION. PREVENT DAMAGE TOADJACENT FACILITIES & INJURY TO PEOPLE. ERECT TEMPORARY COVERED PASSAGEWAYS IFREQUIRED BY AHJ AND/OR IF REQUIRED TO PROVIDE SAFE CONDITIONS. PROVIDE SHORING,BRACING OR SUPPORT TO PREVENT ANY EFFECT UPON OR MOVEMENT, SETTLEMENT, ORCOLLAPSE OF STRUCTURES TO BE DEMOLISHED, NEIGHBORING PROPERTIES, ADJACENTFACILITIES TO REMAIN, ETC.BY USING MEANS PERMISSIBLE & REQUIRED BY AUTHORITIES HAVING JURISDICTION, PREVENTDUST FROM BECOMING A NUISANCE OR HAZARD TO THE PUBLIC, TO NEIGHBORS, AND TO OTHERWORK BEING PERFORMED ON OR NEAR THE SITE.

HAZARDOUS MATERIALS:IN THE EVENT THAT SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED DURING THECOURSE OF INVESTIGATIVE OR DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL INFORMTHE OWNER IMMEDIATELY IN WRITING.REMOVAL OF ANY & ALL HAZARDOUS MATERIALS SHALL BE DONE BY A LICENSED HAZMATABATEMENT CONTRACTOR PER ALL APPLICABLE CODES & ORDINANCES AND AS REQUIRED BYAUTHORITIES HAVING JURISDICTION.REMOVAL OF ANY & ALL ASBESTOS SHALL BE DONE BY A LICENSED ASBESTOS ABATEMENTCONTRACTOR PER ALL APPLICABLE CODES & ORDINANCES AND AS REQUIRED BY AUTHORITIESHAVING JURISDICTION.ALL LEAD SHALL BE REMOVED BY A LICENSED LEAD ABATEMENT CONTRACTOR PER ALLAPPLICABLE CODES & ORDINANCES AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.

PRIOR TO COMMENCING DEMOLITION:GENERAL CONTRACTOR SHALL VISIT AND BECOME FAMILIAR WITH THE PROJECT SITE, EXISTINGBUILDING, AND EXISTING SYSTEMS AND COMPONENTS. FIELD VERIFY ALL EXISTING CONDITIONS.NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING UPON DISCOVERY OF ANY DETRIMENTALCONDITION OR DISCREPANCY, WHICH MIGHT AFFECT THE SITE, NEW CONSTRUCTION, PROJECTQUALITY, COST, AND/OR SCHEDULE.OBTAIN ALL REQUIRED APPROVALS & PERMITS FROM ALL AUTHORITIES HAVING JURISDICTIONINCLUDING BUT NOT LIMITED TO FEDERAL, STATE, & LOCAL AGENCIES.PREPARE & FOLLOW AN ORGANIZED PLAN & METHODOLOGY FOR PROTECTION, SALVAGE,DEMOLITION, & REMOVAL OF DEBRIS. PROCEED SYSTEMATICALLY.

DISCONNECTION OF SERVICES:PRIOR TO COMMENCING WORK, NOTIFY OWNER, UTILITY COMPANIES, AUTHORITIES HAVINGJURISDICTION, THOSE OWNING OR CONTROLLING SERVICES AFFECTED BY DEMOLITION AND/ORCONSTRUCTION, AND THOSE AFFECTED BY UTILITY DISCONNECTION AS APPLICABLE.DISCONNECT & CAP PIPES AND SERVICES AS REQUIRED BY OWNER, UTILITY COMPANY, AND/ORAUTHORITY HAVING JURISDICTION AND AS REQUIRED TO COMPLETE DEMOLITION WORK.EXISTING UTILITIES TO REMAIN: MAINTAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE.DO NOT INTERRUPT EXISTING UTILITIES EXCEPT WHEN AUTHORIZED IN WRITING BY OWNER ANDAUTHORITIES HAVING JURISDICTION. IF INTERRUPTION OF AN EXISTING UTILITY IS NECESSARY,PROVIDE TEMPORARY SERVICES DURING INTERRUPTION, AS ACCEPTABLE TO OWNER ANDAUTHORITIES HAVING JURISDICTION.

PROTECTION:PROVIDE SHORING & SUPPORT DURING DEMOLITION & CONSTRUCTION. PROTECTION, SHORING &SUPPORT SHALL BE SOLELY THE RESPONSIBILITY OF GENERAL CONTRACTOR.MAINTAIN & LEAVE PROTECTION, SHORING, & SUPPORT IN PLACE UNTIL SUCH TIME ASOPERATIONS MAY PROCEDE SAFELY IN PROPER SEQUENCE WITHOUT SUCH PROTECTION.

SALVAGE:ITEMS TO BE OFFERED TO OWNER:BEFORE BEGINNING DEMOLITION, OFFER TO OWNER, FOR OWNER'S USE ANY EXISTING ITEM ORPORTION THEREOF. GENERATE A LIST OF ITEMS TO REMAIN OWNER'S PROPERTY PRIOR TODECLARING SALVAGE. ANY & ALL SUCH MATERIALS & ITEMS REFUSED BY OWNER SHALLBECOME GENERAL CONTRACTOR’S PROPERTY, SEE NOTE BELOW.OWNER'S PROPERTY:REMOVED EXISTING ITEMS SO SELECTED BY OWNER, WHETHER REMOVED, TRANSPORTED,AND/OR STORED BY OWNER OR CONTRACTOR, SHALL REMAIN OWNER'S PROPERTY.ITEMS INDICATED TO BE SALVAGED/RETAINED FOR REUSE IN THE WORK:CAREFULLY REMOVE & PROTECT MATERIALS & ITEMS FOR REUSE. MOVE TO & STORE IN ALOCATION PROVIDED BY GENERAL CONTRACTOR & APPROVED BY OWNER. ITEMS MAY BESTORED ON OWNERS PREMISES ONLY IF PREVIOUSLY APPROVED IN WRITING BY OWNER.ITEMS INDICATED TO BE SALVAGED/RETAINED BY OWNER:CAREFULLY REMOVE & PROTECT MATERIALS & ITEMS TO REMAIN OWNER'S PROPERTY. MOVE TOAND STORE IN A LOCATION PROVIDED & DESIGNATED BY OWNER.CONTRACTOR SALVAGE OPTION:CONTRACTOR MAY ELECT TO SALVAGE ANY ITEMS NOT OTHERWISE DESIGNATED FOR OWNERSALVAGE, REUSE, OR RETENTION. TRANSPORT SALVAGED ITEMS FROM SITE AS THEY AREREMOVED. SUCH ITEMS SHALL IMMEDIATELY BECOME GENERAL CONTRACTOR'S RESPONSIBILITY.

DEMOLITION & REMOVAL:PRIOR TO DEMOLITION/REMOVAL OF ANY STRUCTURAL COMPONENT OR SYSTEM, REMOVEFINISH MATERIALS TO EXTENT NECESSARY TO COMPLY WITH ALL CODES & AHJ REQUIREMENTSAS WORK PROGRESSES, PROMPTLY REMOVE FROM PROJECT SITE ALL ITEMS NOT TO BESALVAGED BY OWNER AND NOT INDICATED TO REMAIN. DO NOT BURN, BURY, BUY, STORE,SELL, OR OTHERWISE DISPOSE OF DEMOLISHED/REMOVED MATERIALS OR ITEMS ON OWNER’SPROPERTY.PERFORM DEMOLITION & REMOVAL WITH DELIBERATE SPEED AND AS QUIETLY AS PRACTICABLEONCE DEMOLITION WORK HAS BEGUN.USE METHODS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF ALL CODES,REGULATIONS, & AUTHORITIES HAVING JURISDICTION.DEMOLISH CONCRETE & MASONRY IN SMALL SECTIONS.DEMOLISH OR REMOVE WALLS, PARTITIONS, & OTHER LARGE ITEMS & ASSEMBLIES IN SMALLSECTIONS WHATEVER THE MATERIALS OF CONSTRUCTION.REMOVE MATERIALS SO AS TO NOT IMPOSE EXCESSIVE LOADS TO SUPPORTING WALLS,FLOORS, FRAMING, OR SURROUNDING SITE.

CONTRACTOR'S PROPERTY:RUBBISH & DEBRIS CREATED BY DEMOLITION, ALTERATION, AND/OR CONSTRUCTION WORK,INCLUDING BUT NOT LIMITED TO CUTTING, DRILLING, REMOVAL, PATCHING, REPAIR, AND OTHERDEMOLISHED/REMOVED MATERIALS & ITEMS NOT TO BE REUSED IN THE WORK UNDER THISCONTRACT, AND NOT INDICATED TO REMAIN OWNER'S PROPERTY, OR SELECTED BY OWNER TOREMAIN OWNER'S PROPERTY, SHALL BECOME GENERAL CONTRACTOR'S PROPERTY.GENERAL CONTRACTOR SHALL TRANSPORT SUCH MATERIALS & ITEMS AWAY FROM THE SITE INA TIMELY MANNER. DO NOT PERMIT RUBBISH & DEBRIS TO ACCUMULATE ON-SITE.DO NOT BURN, BURY, BUY, STORE, SELL, OR OTHERWISE DISPOSE OF DEMOLISHED/REMOVEDMATERIALS OR ITEMS ON OWNER’S PROPERTY.

SITE DEMOLITION:COMPLY WITH ALL CODE & AHJ REQUIREMENTS INCLUDING, BUT NOT LIMITED TO: LOCALORDINANCES, ARBORIST REPORT RECOMMENDATIONS, SOIL REPORT RECOMMENDATIONS, CALGREEN, AND APPLICABLE GREEN POINT RATING PURSUED BY OWNER (IF ANY).CLEAR ALL PAVING, BRUSH, TURF, ROOTS, PLANTS, AND OTHER MATERIAL WHERE NEWCONSTRUCTION IS INTRODUCED AND AS REQUIRED FOR FEATURES & CONDITIONS SHOWN ONSITE PLANS, LANDSCAPE PLANS, AND CIVIL PLANS.REMOVE & CAP EXISTING SPRINKLERS AS APPLICABLE AND AS REQUIRED TO KEEP CLEAR OFNEW CONSTRUCTION.ALL STUMPS & ROOTS OF TREES DESIGNATED FOR REMOVAL SHALL BE REMOVED FROM SOIL TOA DEPTH OF AT LEAST 36" BELOW GRADE.PEST CONTROL: EMPLOY A CERTIFIED EXTERMINATOR TO PROVIDE TREATMENT IN ACCORDANCEWITH GOVERNING HEALTH REGULATIONS FOR INSECT & RODENT CONTROL.

COMMERCIAL 2016 CBC

SELECTIVE DEMOLITION & REMOVAL REQUIREMENTSCOMMERCIAL 2016 CBC

PROJECT GENERAL NOTES1.a.

b.

2.a.

b.

c.

3.a.

b.

c.

d.

e.

f.

g.

4.a.

b.

c.

d.

5.a.

b.

c.

6.a.

b.

c.

7.a.

b.

8.a.

b.

c.

d.

e.

9.a.

b.

c.

d.

e.f.

g.

10.a.

b.

c.

11.a.

b.

c.

d.

e.

PLUMBING FIXTURE CALCULATIONS1. SEPARATE TOILET FACILITIES

Provide plumbing fixtures per 2016 CPC Tables 422.1 & A. Provide separate toilet facilities for males

& females unless use meets an exception to CPC allowing single-user, family, or assisted-use facilities.

2. OCCUPANTS

1 per 200 sf Office Area. Total Area of Office Suite used for conservative calculation.

18,666 SF / 200 = 94 occupants. 94 / 2 = 47 MEN + 47 WOMEN.

3. TOILETS (WC)

1: 1-50 47 = 1 MEN'S WC REQD. 2 MEN'S WC PROVIDED.

3: 31-50 47 = 3 WOMEN'S WC REQD. 3 WOMEN'S WC PROVIDED.

4. URINALS

1: 1-100 47 = 1 URINAL REQD. 1 URINAL PROVIDED.

5. LAVATORIES

1: 1-75 47 = 1 MEN'S LAV REQD. 2 MEN'S LAVS PROVIDED.

1: 1-50 47 = 1 WOMEN'S LAV REQD. 2 WOMEN'S LAVS PROVIDED.

6. DRINKING FOUNTAIN

Where food is consumed indoors, water stations shall be permitted to be substituted for

drinking fountains. Provide accessible water station at each Break Room. CPC 415.2

7. FACILITIES FOR EMPLOYEES & CUSTOMERS

Per 2016 CPC 422.4, each building or structure shall be provided with toilet facilities for

employees and customers. Requirements for customers and employees shall be permitted to bemet with a single set of restrooms accessible to both groups.

8. ADDITIONAL FIXTURES

The proposed design provides additional fixtures to voluntarily exceed the minimum code

requirements. Any changes to fixture quantities or types shall be brought to the attention ofArchitect and AHJ Building Department in writing prior to proceeding.

9. DIAPER CHANGING FACILITIES

Diaper changing facilities are not required. In the event that diaper changing facilities are

provided, such facilities shall be made available to all users without regard to sex or gender.

This may be accomplished by providing one changing station in Men's and one in Women's or by

providing a changing station in a location available to all occupants.

COMMERCIAL 2016 CBC

STRUCTURAL GENERAL NOTES

MECHANICAL/ELECTRICAL/PLUMBING NOTES

PROJECT SCOPE OF WORK DOES NOT INCLUDE STRUCTURAL ALTERATIONS TO BUILDING. NOTIFYARCHITECT IMMEDIATELY IN WRITING IF IT APPEARS THAT WORK OR EXISTING CONDITIONS MAYHAVE STRUCTURAL IMPACT.

THESE NOTES APPLY TO ALL WORK & SHALL SUPPLEMENT REQUIREMENTS SPECIFIED ELSEWHEREIN THE CONTRACT DOCUMENTS. ALL REQUIREMENTS SHALL REMAIN IN FULL FORCE REGARDLESSOF WHERE THEY APPEAR IN THESE DOCUMENTS.

IN CASE OF DISCREPANCIES OR OTHER ISSUES, SUBMIT WRITTEN REQUEST FOR INFORMATION (RFI)TO ARCHITECT

ALL ANCHORS, NAILS, SCREWS, STAPLES, BOLTS, WASHERS, NUTS, AND ALL OTHER FASTENERS,AND ALL BASES, BRACKETS, CAPS, HANGERS, PLATES, STRAPS, AND ALL OTHER CONNECTORSEXPOSED TO PRESSURE TREATED WOOD, EXPOSED TO WEATHER, AND/OR INSTALLED BELOWGRADE, SHALL BE STAINLESS STEEL OR HOT-DIPPED ZINC-COATED GALVANIZED (PER ASTM A153FOR FASTENERS, PER ASTM A653 FOR CONNECTORS). SUBMIT A FASTENER/CONNECTORSCHEDULE WITH PRODUCT DATA FOR REVIEW BY ARCHITECT PRIOR TO USE OF FASTENERS/CONNECTORS WITH PROPRIETARY COATINGS. SILICON BRONZE/COPPER FASTENERS/CONNECTORSMAY BE USED ONLY FOR NON-STRUCTURAL APPLICATIONS AND ONLY AFTER A FASTENER/CONNECTOR SCHEDULE SUBMITTAL HAS BEEN REVIEWED BY THE ARCHITECT. DO NOT MIX TYPESOF FASTENERS/CONNECTORS.

S1.

S2.

S3.

S4.

1

A-2

Sheet Title:

SITE PLAN

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(E) AccessiblePath of Travel

(E) Curb Cut Ramp

(E) CurbCut Ramp

(E) CurbCut Ramp

DRIVEWAY / WALKWAY INTERFACE

36" Min In Direction Of TravelFull Width Of Walkway BeyondSee Plans For Extent Of Domes

(E) Conc Slab WalkwayTo Remain, Typ, UON

(E) Driveway: AC Paving To Remain, Typ, UON

ADA & CBC Compliant Truncated Domes:Surface Applied, Slip-Resistant, Yellow ColorPer FS 33538 of Fed Std 595C per Current CBCInstall Per All Mfr Instructions & Code ReqmtsFlush w/ Finish Surface of Driveway & Walkway

FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, & CONDITIONSMODIFY EXISTING CONDITIONS AS REQD TO ACHIEVE COMPLIANCE

FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, & CONDITIONS NTSMODIFY EXISTING CONDITIONS AS REQD TO ACHIEVE COMPLIANCE

CURB CUT & ACCESSIBLE PATH OF TRAVEL

(E) WALKWAY TO REMAIN

8.33

% M

AXSL

OPE

4'-0"

(E) CURBTO REMAIN

(E) AC PAVING TO REMAIN

4'-0"

COMPLIANT STRIPINGPER CBC & CALDAG

ACCESSIBLE PARKINGREQMTS & NOTES

ON THIS SHEET

CUT (E) CURB/WALKAS REQD TO PROVIDE

FLUSH TRANSITION

3'-0"

10% MAXSLOPE

4'-0

"

MODIFY (E) PAVING AS REQDTO PROVIDE CONTINUOUSPATH OF TRAVEL FREE FROMOBSTACLES TO PEDESTRIANS,WHEEL CHAIRS, & OTHERS

FLUSH TRANSITION FROMWALKWAY TO PARKING LOT,SEE DETAIL 2/—

PROVIDE TRUNCATED DOMESFULL WIDTH FOR 36" MININ DIRECTION OF TRAVEL,SEE DETAIL 3/—

(N) CONC CURB CUT RAMPVERIFY 5% MAX SLOPEIN DIRECTION OF TRAVEL2% MAX CROSS SLOPE

MIN 48"x48" CLRLANDING AT TOPOF CURB CUT RAMP

ACCESSIBLEPATH OFTRAVEL

10% MAXSLOPE

CROSS SLOPE2% MAX, TYP

18'-0

"

9'-0"

2'-0

"6"

9'-0" STRIPES & LETTERINGSEE ACCESSIBLE PARKINGREQMTS & NOTES THIS SHEET

NO PARKING

5'-0" MIN

TYPICAL ACCESSIBLE PARKINGFIELD VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, & CONDITIONS

ACCESSIBLELOADING AREA

MAX 2% SLOPEIN ANY DIRECTION

ACCESSIBLEPARKING STALL

MAX 2% SLOPEIN ANY DIRECTION

INTERNATIONAL SYMBOLOF ACCESSIBILITY

NTS

ACCESSIBLE PARKING SIGNAGEMOUNT TO POST OR BLDGSEE DETAIL 5/—

(E) CONC CURB

MODIFY EXISTING CONDITIONS AS REQD TO ACHIEVE COMPLIANCE

ACCESSIBLEPARKING STALL

MAX 2% SLOPEIN ANY DIRECTION

VAN 8'-0" MIN

VAN SIGN

1

SCHEMATIC SITE PLAN

AS NOTED

Scale: 1"= 30'-0"

0' 30' 60'

ALL DIMENSIONS ARE APPROXIMATE AND HAVE BEEN ROUNDED.FIELD VERIFY ALL DIMENSIONS & SITE CONDITIONS PRIOR TO COMMENCING WORK.

BAM, RTP

PATH OF TRAVEL NOTES:

SITE PLAN NOTES:

CURB RAMP REQUIREMENTS ACCESSIBLE PARKING REQUIREMENTS

1

SCHEMATIC

1A3.1

FLOORPLAN

1−

5−TYP

SIGN

5' 10'

2016 California Building Code Section 11B-206 Accessible Routes

Existing Path of Travel appears compliant.Verify the following and modify to achieve compliance.

1. Provide at least one Accessible Route within the site

to an Accessible Entrance from:

• Accessible Parking Spaces

• Accessible Passenger Loading Zones

• Public Streets & Sidewalks

• Public Transportation Stops

2. At least one Accessible Route shall connect accessible

Bldgs, Facilities, Elements, & Spaces On The Same Site.

3. Grade changes along Accessible Path Of Travel shall be via:

• Sloping Walkway/Sidewalk

5% (1:20) max slope in direction of travel

2% max cross slope

• Curb Cut Ramp

See Curb Cut Reqmt Notes on this sheet

• Ramp, 8.3% (1:12) Max Slope

See Current CBC for handrail, edge protection, etc.

• Elevator Or Platform Lift

See Current CBC for all reqmts

4. Parking: See Accessible Parking Reqmt Notes on this sheet.

5. Signage:

• Directional Signage, See Current CBC for all reqmts

• Accessible Parking Signage

See Accessible Parking Reqmt Notes on this sheet.

6. Coordinate with inspector in field for any other reqmts.

1. Comply with all reqmts of 2016 California Building Code & local jurisdiction.

2. General. Provide curb ramps at each corner of street intersections and wherea pedestrian way crosses a curb. Locate built-up curb ramps such that theydo not project into vehicular traffic lanes. The preferred and recommendedlocation for curb ramps is in the center of the crosswalk of each streetcorner. Where it is necessary to locate a curb ramp in the center of the curbreturn and the street surfaces are marked to identify pedestrian crosswalks,the lower end of the curb ramp shall terminate within such crosswalk areas.

3. Width: Curb ramps shall be a minimum of 4 feet in width & shall lie, generally,in a single sloped plane, with a minimum of surface warping & cross slope.

4. Slope: Curb ramps shall not exceed 1:12 (8.33% slope). Transitions fromramps to walks, gutters or streets shall be flush & free of abrupt change.Maximum slopes of adjoining gutters, road surface immediately adjacent tocurb ramp, or accessible route shall not exceed 1:20 (5% slope) within 4feet of bottom of curb ramp. Slope of fanned or flared sides of curb rampsshall not exceed 1:10 (10% slope). Measure slopes per current CBC.

5. Landing: Provide a level landing (2% max slope in any direction) 4 feet deepat upper end of each curb ramp over its full width to permit safe egress fromramp surface.

6. Finish: Surface of each curb ramp & its flared sides shall comply with section1124b, ground & floor surfaces, and shall be of contrasting finish from thatof adjacent sidewalk.

7. Border: All curb ramps shall have a grooved border 12 inches wide at thelevel surface of sidewalk along top & each side approximately 3/4 inch oncenter. All curb ramps constructed between face of curb & the street shallhave a grooved border at the level surface of sidewalk.

8. Detectable Warnings: Provide detectable warning extending the full width &depth of curb ramp, excluding flared sides, inside grooved border. Parallelcurb ramps shall have truncated domes on landing where landing adjoinsvehicular traffic way; detectable warning shall extend for full width & min 36"in direction of travel.

Detectable warnings shall be slip-resistant & consist of raised truncateddomes with a diameter of 0.9 inch at the base tapering to 0.45 inch at thetop, a height of 0.2 inch and center-to-center spacing of 2.35 inches.Detectable warning shall contrast visually with adjoining surfaces, eitherlight-on-dark or dark-on-light. The material used to provide contrast shall bean integral part of walking surface. Only DSA approved detectable warningproducts & directional surfaces shall be installed.

9. Existing Curb Cut Ramps: Verify that existing curb cut ramps comply with theabove reqmts or modify to comply.

Review accessible parking reqmts & field verify compliance of existing accessible parkingfacilities. upgrade existing facilities to provide compliance to the extent required by theAHJ for the scope of the specific project shown in this set of construction documents.

1. Adjacent to & visible from each accessible parking space or at each entrance to off-street parking facilities, provide wall-mounted or pole-mounted permanentreflectorized "unauthorized vehicles" signage, see accessible parking signage detail.

2. For each accessible off-street parking space, provide the following:

a. Wall-mounted or pole-mounted permanent reflectorized signage adjacent to &visible from each accessible parking space, see accessible parking signage detail.

b. Parking space: minimum 9'-0" wide and 18'-0" long with minimum 5'-0" wide and18'-0" long access aisle located on passenger side or between 2 accessible stalls

c. Parking space paint symbol: 36" square blue background with white outline & whiteinternational symbol of accessibility located centered on aisle end of each accessibleparking space

d. Access aisle paint & striping: 4" wide blue painted border lines with diagonal 4" wideblue or white painted striping lines at 36" o.c.

e. Access aisle notice: "No Parking" painted in white letters 12" min ht locatedcentered on aisle end of each accessible access aisle

f. Surface slope of parking space & access aisle no greater than 1 in 50 (2% slope)

g. Accessible route / path of travel to building / facility entrance connected toaccessible parking access aisle(s) such that persons with disabilities are notcompelled to travel behind parked cars other than their own.

h. Wheel stop or curb to maintain reqd clear width of accessible route

3. Provide required van accessible space:a. One per every 6 accessible spaces, not less than one van accessible spaceb. Minimum 8'-0" wide and 18'-0" long access aisle located on passenger side

4. Colors:a. Whiteb. Blue equal to color number 15090, federal standard 595a

1. See Cover Sheet & General Notes Sheet A-1.1 for additionalrequirements. Coordinate all work with all plan sheets & allother information within the construction documents, typ.

2. These notes supplement those found elsewhere in thesedocuments; all reqmts shall remain in full force regardless ofwhere they appear. See other sheets for additionalinformation & requirements.

3. Field verify all conditions & dimensions prior to & duringconstruction. Notify Architect immediately in writingregarding any detrimental condition or discrepancy thatmight affect project. Submit any proposed change ordeviation from notes / drawings as a Substitution Request orRequest For Information.

4. At any location with concrete, ac paving, or other finishmaterial cut, removed, and/or damaged during work: patch,repair, & provide new finish surface flush with & matchingexisting surface.

5. Approved numbers or addresses shall be placed on all new &existing buildings in such a position as to be plainly visible &legible from the street or road fronting the property.Numbers shall contrast with their background & meet sizerequirements. Verfiy that existing building & suite addressnumbering complies or provide new compliant numbering.

4−

Verify Sign, Typ

4

2

3

0.18-0.22 Inches

0.65

" M

in

Top Diameter of0.45-0.47 InchesBase Diameter of0.90-0.92 Inches

Size: Enlarged Elevation

Spacing: Plan Detail

2.3-2.4 Inches

2.3-2.4 Inches

Color: Yellow Conforming to FS 33538 of Fed Std 595C per 2013 CBC

TRUNCATED DOMESNTS

5 ACCESSIBLE PARKING SIGNAGEFIELD VERIFY ALL DIMENSIONS, ELEVATIONS, & OTHER CONDITIONS

22"

MIN

MINIMUM FINE $250

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

ACCESSIBLE SPACESNOT DISPLAYING

DISTINGUISHING PLACARDSOR SPECIAL LICENSE PLATESISSUED FOR PERSONS WITH

DISABILITIES WILL BE TOWEDAT OWNER'S EXPENSE

TOWED VEHICLES MAY BERECLAIMED AT (LOCATION)

OR BY TELEPHONING(TELEPHONE #)

VAN ACCESSIBLE

1/2"RADIUS

MOUNT SIGNAGE MIN 80" FROM BOTTOM OFSIGN TO FINISH GRADE

2" I.D. GALV STEEL PIPE

FINISH GRADE

3'-0

"

12"

PARKINGONLY

17" MIN

80"M

IN F

REE

STAN

DING

36"M

IN W

ALL

MTD

12"Ø x 3'-0" DEEP CONC FTG

PROVIDE SIGNAGE: "MINIMUM FINE $250"WITH "VAN ACCESSIBLE" AS APPLICABLE PARKING

ONLY

PROVIDE SIGNAGE: WHITE INTERNATIONALSYMBOL OF ACCESSIBILITY & TEXT ON BLUEBACKGROUND REFLECTIVE SCREENED ONALUMINUM, MIN 70 SQ IN SIZE PER ALL AHJ,ADA, & CODE ACCESSIBILITY STANDARDS

ADJACENT TO & VISIBLE FROM EACHACCES