Vendor / Contractor's License(s) / Service Area(s)
Estimated
Annual Spend
5-Year Not to
Exceed
Donny Chu Construction, Inc. dba D C Construction
C6 Cabinetry $25,000 $132,728
C10/C7 Generators $220,000 $1,168,010
C10/C7 Traffic Signal Control Systems $75,000 $398,185 C10/C7 Process Control/Electrical $75,000 $398,185
C15 Flooring and Wood $75,000 $398,185
C33 Building Painting $75,000 $398,185
$545,000 $2,893,478
G E A Builders Inc.
B Minor Construction $220,000 $1,168,010
George Bianchi Construction
B Restoration $25,000 $132,728
B Minor Construction $220,000 $1,168,010
C8 Concrete and Sound Wall $75,000 $398,185
C8 Concrete and Pavers $75,000 $398,185
C12 Trail Construction $75,000 $398,185
$470,000 $2,495,293
Ideal Restoration Inc
C22 Asbestos Abatement $100,000 $530,914
JJG Services Inc. dba Corinthian Electric
C10/C7 Electrical $75,000 $398,185
C10/C7 Electric, Motor, Control, and Pump $75,000 $398,185 C10/C7 Fiber $25,000 $132,728
$175,000 $929,098
JJ&S Asbestos Removal
C22 Asbestos Abatement $100,000 $530,914
Koffler Electrical Mechanical Apparatus Repair, Inc.
C10/C7 Generators $220,000 $1,168,010
C10/C7 Electric, Motor, Control, and Pump $75,000 $398,185 $295,000 $1,566,195
L SHOWME HOME SOLUTIONS dba Murgreen Environmental Company C42 CCTV for Sewer and Storm Mains $220,000 $1,168,010 C42 Line Cleaning for Sewer and Storm Mains $75,000 $398,185 $295,000 $1,566,195
Marundee Electric Inc.
C10/C7 Electrical $75,000 $398,185
Pacific Plumbing & Underground Construction
C36 Plumbing $100,000 $530,914
C42 CCTV for Sewer and Storm Mains $220,000 $1,168,010 C42 Line Cleaning for Sewer and Storm Mains $75,000 $398,185 $395,000 $2,097,109
Vendor / Contractor's License(s) / Service Area(s)
Estimated
Annual Spend
5-Year Not to
Exceed
Preston Pipelines Infrastructure LLC (Local Vendor)
A Water Service and Main $220,000 $1,168,010
A Underground Infrastructure $220,000 $1,168,010
A Water and Sewer Pipeline $220,000 $1,168,010
A Hazardous Waste Removal $30,000 $159,274
C10/C7 Signals & Lights $220,000 $1,168,010
C42 CCTV for Sewer and Storm Mains $220,000 $1,168,010 C42 Line Cleaning for Sewer and Storm Mains $75,000 $398,185 $1,205,000 $6,397,509
Peninsula Pump & Equipment
C61 Pumps $200,000 $1,061,827
Roofing Constructors, Inc. dba Western Roofing Service
C39 Roofing $60,000 $318,548
Ruvalcabo Paving Inc.
C12 Paving, Asphalt, Repairs, Striping $75,000 $398,185 C12 Tractor Work $50,000 $265,457
C12 Trail Construction $75,000 $398,185
$200,000 $1,061,827
Sierra Controls, LLC
C7 Process Control/Electrical $200,000 $1,061,827
Suarez & Munoz Construction, Inc.
C8 Concrete and Pavers $75,000 $398,185
Tucker Construction Inc.
B Restoration $25,000 $132,728
B Minor Construction $220,000 $1,168,010
B Hazardous Waste Removal $30,000 $159,274
C13 Fencing $75,000 $398,185
C61 Homeless Encampment Clean-up $75,000 $398,185
$425,000 $2,256,382
Yerba Buena Engineering & Construction, Inc.
A Water Service and Main $220,000 $1,168,010
A Underground Infrastructure $220,000 $1,168,010
A Water and Sewer Pipeline $220,000 $1,168,010
A Architectural/Engineering $75,000 $398,185
A Hazardous Waste Removal $30,000 $159,274
B Minor Construction $220,000 $1,168,010
B Hazardous Waste Removal $30,000 $159,274
C8 Concrete and Sound Wall $75,000 $398,185
C8 Concrete and Pavers $75,000 $398,185
C12 Paving, Asphalt, Repairs, Striping $75,000 $398,185 C12 Tractor Work $50,000 $265,457
C12 Trail Construction $75,000 $398,185
C12 Hazardous Waste Removal $30,000 $159,274
Vendor / Contractor's License(s) / Service Area(s)
Estimated
Annual Spend
5-Year Not to
Exceed
Yerba Buena Engineering & Construction, Inc. (cont.) $398,185 C61 Athletic Fixed Equipment $25,000 $132,728
C61 Homeless Encampment Clean-up $75,000 $398,185
$1,570,000 $8,335,342
Notes:
(1) Estimated annual spend by contract and service area provided above was determined by the Public Works Department.
(2) The five-year not-to-exceed amounts noted above are calculated based on a maximum increase in labor rates of 3% per year, which shall be subject to Vendor request and justification, and City approval.
(3) Vendor pricing shall be in accordance with Vendor standard and emergency rates by labor classification as submitted in their bid response. All bid pricing is fully loaded and inclusive of all benefits, overhead, travel time, and mileage. The City will not pay additional fees for mileage and/or trip charges.
(4) The City will only consider requested work to be an emergency if the City requests work start within 24 hours of notification by City.
(5) The City will pay for work at Vendor’s standard hourly rate unless the City specifically requests overtime work be performed to meet a required deadline, in which case, the City will pay at a rate of 1.5x the standard hourly rate for any overtime work. (6) If the City specifically requests work be performed on a holiday, the City will pay at 2x the standard hourly rate for any work performed on a holiday. (7) Vendors shall provide all equipment that would standardly be considered tools of the trade for each service area awarded to the vendor.
(8) For work where specialty equipment is required, the Vendor may charge the City a mark- up of no more than 10% over Vendor cost. Any requests for specialty equipment must be approved in advance by the City.
(9) City will pay a maximum 15% markup over Vendor’s cost for any required parts or materials, subject to City’s advance approval.
(10) Any orders for services against the contracts will be subject to the appropriation of funds.
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Authorize the City Manager to Negotiate and Execute an Agreement with One Day Installation & Repair, Inc for Police Department Locker Room Renovation (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602) Category: Consent Calendar-Community Services and Sustainable Infrastructure Meeting Date: 9/2/2025
Recommendation: Approve project plans and specifications, award bid, and authorize the City Manager, or designee, to negotiate and execute a Construction Agreement with One Day Installation & Repair, Inc. for Police Department Locker Room Renovation Project in an amount not to exceed $700,000, which includes the base bid of $598,609.25 and a contingency of $101,390.75 for a maximum compensation of $700,000, subject to the appropriation of funds, for a term of 270 days.
BACKGROUND:
In Fiscal Year 2023–2024, under Capital Improvement Program (CIP) 3406 – City Building Improvements, the City allocated funding for the comprehensive renovation of the women’s locker room facilities at the Milpitas Police Department, located at 1275 N. Milpitas Blvd (Project). The existing women’s locker room, equipped with only two stalls, does not meet the needs of the Department’s female personnel. The Project will expand shower and storage areas to better accommodate the workforce, including new locker systems designed to securely store body cameras and other equipment.
Renovations will also include modifications to the vestibule entrance to improve accessibility, reconfigured showers with sloped entrances, grab bars, and folding seats, and updated lavatories and toilet compartments to comply with the 2022 California Building Code (CBC) and meet Americans with Disabilities Act (ADA) requirements. Accessibility upgrades will extend beyond the locker room to include accessible paths of travel, re-graded and re-striped ADA parking stalls, and slope and cross-slope adjustments to sidewalks. Additional improvements will update the first-floor corridor to modify or remove fire-rated assemblies as needed for compliance.
ANALYSIS:
On June 6, 2025, the City released an Invitation to Bid (IFB 25-1213) for the Police Department Locker Room Renovation Project (Project). The IFB required specific certifications and licenses to ensure regulatory compliance and the technical capability necessary to perform the work.
The scope of work includes demolition of existing non-compliant finishes and fixtures; installation of new tile flooring, wall finishes, and durable base; and upgrades to mechanical, electrical, and plumbing systems.
Plumbing improvements will include new floor drains in showers and updated water and waste lines to support ADA-compliant fixtures. Mechanical upgrades will improve ventilation in locker and shower areas. Electrical work will include updated lighting, modified power to support new fixtures, and coordination of fire alarm and sprinkler deferred submittals. As part of the renovation, a small fitness center will be repurposed and incorporated into the locker room footprint, allowing for expanded shower and storage areas that better meet the needs of Department staff.
Accessibility improvements will ensure compliance with current CBC and ADA standards, including vestibule modifications for maneuvering clearances, compliant shower entrances, new locker configurations for both
personal storage and body camera equipment, and improved accessible routes from parking to the facility. All work will be performed within defined construction limits, maintaining continuity of police operations throughout the renovation.
The IFB was publicly noticed on OpenGov, the City’s e-procurement portal, in accordance with City Municipal Code. Upon release, 1,114 companies received notification of the IFB, and 69 companies downloaded the IFB documents. Three (3) vendors submitted bid responses by the published closing date of August 5, 2025. One Day Installation and Repair, Inc (ODIR) submitted the lowest responsible bid in the amount of $598,690.25. A Notice of Intent to Award was sent to ODIR on August 12, 2025. No bid protests were received in the time allowed by law. The City Council awards bids for public works contracts over $100,000. (MMC I-2-3.20-6.)
While a formal project schedule will not be prepared until after the bid award in consultation with the contractor, staff anticipates the following estimated that construction will be completed by late February or March 2026.
POLICY ALTERNATIVE(S):
Alternative 1: Approve negotiation and execution of an agreement with ODIR, Inc. for the Police Department Women’s Locker Room Renovation Project.
Pros: The Project provides adequate shower, locker, and restroom facilities to meet the needs of the department’s female personnel. It expands storage capacity to accommodate body cameras and other operational equipment. The improvements also ensure accessibility and compliance with current ADA and 2022 CBC standards. In addition, the Project enhances operational efficiency by improving workflow and functionality within the facility.
Cons: Without these improvements, the current facilities will remain undersized, non-compliant with accessibility standards, and insufficient to support the department’s female staff, which may continue to affect operational efficiency and public safety staff morale.
FISCAL IMPACT:
This agreement will be funded through the CIP 3406 – City Building Improvements, and there is adequate funding for this Project.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):
The project entails the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use and is exempt from CEQA pursuant to Cal. Code Regs., tit. 14, § 15301. The project entails replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced and is exempt from CEQA pursuant to Cal. Code Regs., tit. 14, § 15302.
ATTACHMENT(S):
(a) Plan Set
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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 fines onto dirt areas, not down the driveway or into the street or storm drain.
Protect applications of fresh concrete and mortar from rainfall and runoff until the material has dried.
Wash down exposed aggregate concrete only when the wash water can (1) flow 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 runoff with temporary berms. Make sure runoff 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 flow 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 flow to streets or drains.
Always store both dry and wet materials under cover,
protected from rainfall and runoff 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 runoff.
Do not use diesel fuel as a lubricant on concrete forms, tools, or trailers.
Fresh Concrete and Mortar
Application
Who should use this information?
t Masons and Bricklayers
t Sidewalk Construction Crews
t Patio Construction Workers
t Construction Inspectors
t General Contractors
t Home Builders
t Developers
t 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 fish 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?
t Vehicle and Equipment Operators
t Site Supervisors
t General Contractors
t Home Builders
t 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 off site where cleanup is easier.
If you must drain and replace motor oil, radiator coolant, or other fluids on site, use drip pans or drop clot hs to catch drips and spills. Collect all spent fluids, 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 fifth 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 fluids 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 significant 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 fluids on the construction site are common sources of storm drain pollution.
Prevent spills and leaks by isolating equipment from runoff 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?
t Bulldozer, Back Hoe, and Grading
Machine Operators
t Dump Truck Drivers
t Site Supervisors
t General Contractors
t Home Builders
t 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 runoff
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 certified 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 offsite 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 flow
or blow into storm drains when handled
improperly. Sediments in runoff can clog
storm drains, smother aquatic life, and
destroy habitats in creeks and the Bay.
Effective erosion control practices reduce
the amount of runoff crossing a site and
slow the flow 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?
t Road Crews
t Driveway/Sidewalk/Parking Lot
Construction Crews
t Seal Coat Contractors
t Operators of Grading Equipment,
Paving Machines, Dump Trucks,
Concrete Mixers
t Construction Inspectors
t General Contractors
t Developers
t 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 runoff.
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 filter
runoff.
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 runoff 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 runoff.
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?
t Painters
t Paperhangers
t Plasterers
t Graphic Artists
t Dry Wall Crews
t Floor Covering
Installers
t General Contractors
t Home Builders
t Developers
t 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 fluids 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-certified 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 offsite
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-certified contractor.
When stripping or cleaning building exteriors with
high-pressure water, block storm drains. Direct wash
water onto a dirt area to find 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
Pacific Ocean. Toxic chemicals may come
from liquid or solid products or from
cleaning residues or rags. Paint material
and wastes, adhesives and cleaning fluids
should be recycled when possible, or
disposed of properly to prevent these
materials from flowing into storm drains and
watercourses.
Landscaping,Gardening,
And Pool Maintenance
Who should use this
information?
t Landscapers
t Gardeners
t Swimming Pool/Spa
Service and Repair Workers
t General Contractors
t Home Builders
t Developers
t 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 runoff
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 off 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 landfill. Leave lids off 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 Control
Plant (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 filter in the street or near a storm
drain. Rinse cartridge and diatomaceous earth
filters onto a dirt area, and spade filter 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 filter backwash or
rinse water to the sanitary sewer.
General Construction
and Site
Who should use
this information?
t General Contractors
t Site Supervisors
t Inspectors
t Home Builders
t Developers
t 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 runoff crossing your site (especially during excavation!) by using berms or temporary or
permanent drainage ditches to divert water flow around the site. Reduce stormwater runoff 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 off site.
Keep materials out of the rain – prevent runoff
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 off 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 fluids from vehicles and heavy equipment; construction debris; sediment created by erosion; landscaping runoff 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 fight 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 finish 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 Valley
Urban Runoff
Pollution Prevention Program
1. Dial 911
2. Santa Clara County Environmental Health
Services (408) 299-6930
3. Governor's Office 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 certificate issued pursuant to this Chapter shall be civilly liable to the city in a sum not to exceed twenty-five 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 fines for administrative citations issued for violations of this Chapter shall be set forth in the schedule of fines 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 the violations found. The City Manager or his or her designee shall order compliance by a date or hour certain at his or her discretion. If the violations are not abated in the time period identified 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 actions must 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 the storm drain system when such suspension is necessary to stop an actual or threatened discharge which 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 the storm drain system.
XI-16-11 Accidental Discharge
- Notification 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 runoff 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 filter 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, fish 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 five (5) days of the date of occurrence, provide a detailed written statement to the City Manager or his or her designee describing the causes of the accidental discharge and the measures being taken to prevent future occurrences.
Such notification will not relieve persons of liability for violations of this Chapter or for any fines 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, fines, and costs of clean-up, whether performed by their own efforts, City efforts, or the efforts of a third party. Reimbursement of City efforts shall be determined by the number of personnel required and amount of time necessary for the coordination of City efforts 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 Office 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 flow rate restrictions, backflow prevention, and handling special cleaning
waste (such as acid wash). Discharge flows should be kept to the low levels typically possible through a garden hose.
Higher flow 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 the
construction 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 fluids, broken asphalt and concrete, wood, and cleared vegetation can be recycled.
Materials that cannot be recycled must be taken to an appropriate landfill 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 runoff violations have been issued, the City Manager or his or her designee may require the contractor to hire a Qualified SWPPP Developer (QSD) or Qualified SWPPP Practitioner (QSP) within three business days. The QSD/QSP shall establish effective 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.
CB-1
SHEET
PROJECT ADDRESS: PROJECT NAME:
BLUEPRINT FOR A CLEAN BAY
BUILDING & SAFETY DEPARTMENT
MILPITAS PD WOMEN'S LOCKER ROOM1275 N. MILPITAS BLVD.
MILPITAS, CA 95035
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1. GENERAL:
A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE AND ITS REFERENCED DESIGN STANDARDS. ALL SPECIFICATIONS, DESIGN STANDARDS AND CODES SHALL BE THE LATEST APPROVED EDITIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT.
B. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN OR NOTED IN ANY PART OF THE WORK THE DETAILS FOR OTHER SIMILAR WORK SHALL APPLY.
C. DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED.
D. THE STRUCTURAL DRAWINGS AND DETAILS SHALL NOT BE SCALED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. COORDINATE ALL PLAN DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
E. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING, DO NOT EXCEED THE LIMITS SHOWN IN THE STRUCTURAL DRAWINGS WITHOUT PRIOR APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER:
1) SIZES AND LOCATION OF DOOR AND WINDOW OPENINGS.
2) SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. 3) SIZES AND LOCATIONS OF FLOOR AND ROOF OPENINGS.
4) FLOOR AND ROOF ELEVATIONS AND FINISHES.
5) STAIR FRAMING AND DETAILS.
6) CEILING ASSEMBLIES.
7) SIZES AND LOCATIONS OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
8) SLOPE AND DRAINAGE REQUIREMENTS.
F. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING, DO NOT EXCEED THE LIMITS SHOWN IN THE STRUCTURAL DRAWINGS WITHOUT PRIOR APPROVAL OF THE MEP ENGINEER AND STRUCTURAL ENGINEER:
1) PIPES, SLEEVES, HANGERS, TRENCHES.
2) WALL, FLOOR AND ROOF OPENINGS
3) DUCT PENETRATIONS.
4) ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. 5) CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. 6) SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES.
G. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC. NOT SHOWN ON THE
STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN THE STRUCTURAL MEMBERS (BEAMS, COLUMNS, WALLS, SLABS, ETC.).
H. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON PLANS AND DETAILS, ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER.
I. SITE CONDITIONS THAT ARE NOT REFLECTED ON THE STRUCTURAL DRAWINGS OR THAT DEVIATE FROM THE MAXIMUM OR
MINIMUM DIMENSIONS INDICATED SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IN A TIMELY MANNER. SUCH CONDITIONS MAY INCLUDE CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.
J. THE REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.
K. ALL DETAIL CHANGES DESIRED SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER IN WRITING. SHOP DRAWINGS DO NOT CONSTITUTE CHANGES IN WRITING. THE APPROVING GOVERNMENT AGENCY MAY REQUIRE APPROVAL OF THE FIELD CHANGE PROPOSED PRIOR TO CONSTRUCTION.
L. THE RESPONSIBILITY FOR REVIEW AND COORDINATION OF DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF RELATED CONSTRUCTION SHALL BEAR ON THE CONTRACTOR. DISCREPANCIES THAT EXIST SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IN A TIMELY MANNER, PRIOR TO START OF RELATED CONSTRUCTION.
M. LOADS TO THE BUILDING THAT EXCEED THE LOADS INDICATED IN THE STRUCTURAL DRAWINGS, OR ANY LOADS EXCEEDING 400 POUNDS THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER.
N. CONSTRUCTION/BUILDING MATERIALS SHALL BE SPREAD OUT IF PLACED ON THE STRUCTURE, THE MATERIAL LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD INDICATED. WHERE THE STRUCTURE HAS NOT ATTAINED FINAL DESIGN STRENGTH OR
SUFFICIENT STABILITY ADEQUATE SHORING AND OR BRACING SHALL BE INSTALLED TO TEMPORARILY SUPPORT THE MATERIALS.
O. THE STRUCTURAL DRAWINGS SHOW THE REQUIREMENTS FOR THE COMPLETED STRUCTURE ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
P. DEVIATIONS FROM EXISTING CONDITIONS WHERE INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE RESOLVED WITH THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH DEMOLITION WORK OR NEW CONSTRUCTION.
Q. THE RESPONSIBILITY FOR NECESSARY SHORING OR BRACING OF THE STRUCTURE DURING CONSTRUCTION OR DEMOLITION SHALL BEAR ON THE CONTRACTOR. THESE STRUCTURAL DRAWINGS DO NOT INDICATE THE PHASING OF WORK. THE RESPONSIBILITY FOR SCHEDULING AND COORDINATION OF THE WORK SHALL BEAR ON THE CONTRACTOR.
R. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.2. REINFORCED CONCRETE:
A. GENERAL:
4) ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318 AND CBC BUILDING CODES. 5) SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH THE BUILDING CODE, SEE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS.
6) READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. CONCRETE SHALL NOT BE PLACED BEYOND 1 ½ HOURS FOLLOWING BATCHING
7) CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II, LOW ALKALI. 8) AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. NORMAL WEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 PCF.
9) AGGREGATES FOR LIGHTWEIGHT CONCRETE SHALL BE EXPANDED SHALE TYPE AND CONFORM TO ASTM C330.
LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 115 PCF. 10)FLY ASH SHALL CONFORM TO ASTM C618 CLASS F. FLY ASH SHALL BE LIMITED TO NO MORE THAN 15% OF THE TOTAL
WEIGHT OF CEMENTITIOUS MATERIALS IN THE CONCRETE DESIGN WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER.
11) THE CONTRACTOR SHOULD BE AWARE THAT FLY ASH USE MAY SIGNIFICANTLY RETARD THE SETTING TIME OF CONCRETE POTENTIALLY DELAYING FINISHING OPERATIONS. FURTHER FLY ASH IS EXPECTED TO RETARD THE EARLY CONCRETE STRENGTH (BEFORE 28 DAYS) THUS IF HIGH EARLY STRENGTH IS REQUIRED BY THE CONSTRUCTION
SCHEDULE THE AMOUNT OF FLY ASH SHOULD BE REDUCED AND/OR THE MIX DESIGN AND/OR CURING METHODS MUST BE USED TO COMPENSATE AS NECESSARY.
12)CONCRETE MIX SHALL BE DESIGNED BY QUALIFIED TESTING LABORATORY AND SHALL BEAR THE SEAL AND SIGNATURE OF A CALIFORNIA LICENSED CIVIL ENGINEER. THE MIX DESIGN SHALL STATE THE PROJECT NAME AND INTENDED USAGE OF THE CONCRETE.
13)MIX DESIGNS SHALL BE SUBMITTED TO STRUCTURAL ENGINEER OF RECORD (SEOR) FOR REVIEW AND APPROVAL PRIOR TO USE.
14)CONSTRUCTION AND CONTROL JOINTS SHALL BE PROVIDED AS INDICATED FOR WALLS, SLABS AND OTHER ELEMENTS.
THE LOCATIONS OF JOINTS NOT SPECIFICALLY INDICATED SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND APPROVED BY THE ARCHITECT.
15)CONDUIT, PIPES OR DUCTS SHALL NOT BE PLACED IN CONCRETE ON METAL DECK, CONCRETE COLUMNS, CONCRETE
WALLS OR CONCRETE FOOTINGS UNLESS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.
16) WHERE PERMITTED BY STRUCTURAL ENGINEER, CONDUIT OR SLEEVES WITHIN SLABS AND WALLS SHALL BE PLACED WITHIN THE MIDDLE THIRD OF THE THICKNESS OF THE SLAB OR WALL. THE MAXIMUM SIZE OF CONDUIT IS ¼ OF THE SLAB OR WALL THICKNESS. CONDUITS OR SLEEVES SHALL BE SPACED AT LEAST 3 TIMES THEIR DIAMETER ON CENTER.
IT IS NOT ACCEPTABLE TO CUT OR REDISTRIBUTE REBAR THAT MAY CONFLICT WITH THE CONDUIT OR SLEEVE.
B. CONCRETE STRENGTH:
1) CONCRETE SHALL BE HARD ROCK AND OBTAIN A MINIMUM 28 DAY DESIGN COMPRESSIVE STRENGTH (F' C) AS FOLLOWS:
DESCRIPTION (F'C) MAX W/C
(a) SLAB ON GRADE/TOPPING SLAB 3,000 PSI 0.45
2) MINIMUM CEMENT REQUIREMENT UNO OTHER BY CONCRETE MIX DESIGNER NOTED ABOVE:
(a) 5.5 SACK PER YARD FOR 3,000 PSI CONCRETE.
3) SLUMP: 4” (+/-) MAX. WITHOUT SUPERPLASTICIZER ADDED. 4) CURING: KEEP WET MINIMUM OF 7 DAYS OR APPLY MEMBRANE CURING COMPOUND APPROVED BY STRUCTURAL
ENGINEER
5) VIBRATION: ALL CONCRETE SHALL BE VIBRATED INTO PLACE WITH A MECHANICAL VIBRATOR. 6) FORM REMOVAL: SIDE FORMS OF FOUNDATIONS AND SLABS AFTER A MINIMUM OF 2 DAYS. 7) CONCRETE IN AREAS OF SHEAR WALLS, COLUMNS, BEAMS OR SLABS WHERE REBAR APPEARS CONGESTED SHALL
INCLUDE A SUPERPLASTICIZER AND/OR SMALLER AGGREGATE SIZE WITH APPROPRIATE ADJUSTMENTS FOR AIR AND CEMENT CONTENT AS NECESSARY.
8) WHERE SPECIFIED COLUMN CONCRETE STRENGTH EXCEEDS THAT OF THE SURROUNDING ELEVATED SLAB IT IS NECESSARY TO PUDDLE CONCRETE OF THE HIGHER STRENGTH FOR A PERIMETER OF 24” BEYOND THE COLUMN FACE.
C. REINFORCING MATERIALS:
1) REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60, UNO. 2) REINFORCING BARS FOR COLUMNS, WALLS AND SEISMIC ELEMENTS SHALL CONFORM TO ASTM A706 GRADE 60. 3) WELDED REINFORCING BARS SHALL BE APPROVED BY STRUCTURAL ENGINEER IN WRITING BEFORE FABRICATION. ONLY ASTM A706 GRADE 60 CAN BE WELDED WHEN APPROVED OR DETAILED. 4) WELDED WIRE REINFORCEMENT (WWF) SHALL CONFORM TO ASTM A1064 GRADE 80 USING DEFORMED WIRE. 5) FOR SLABS ON GRADE, REINFORCING SHALL BE HELD IN PLACE AT THE ELEVATION NOTED ON THE DRAWINGS BY MEANS OF CONCRETE BLOCKS, BAR CHAIRS OR OTHER APPROVED METHOD. BARS SHALL NOT BE POSITIONED BY PULLING UP WITH HOOKS AS CONCRETE IS POURED.
6) ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (CRSI) AS MODIFIED BY THE PROJECT DRAWINGS. 7) ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
8) WHERE HOOKS ARE ILLUSTRATED AS 90-DEGREE HOCKS, 180-DEGREE HOOKS MAY BE USED IN LIEU OF 90-DEGREE HOOKS.
9) REINFORCING BAR LAP SPLICES SHALL BE CLASS “B” UNO. LAP SPLICES SHALL NOT BE PERMITTED IN MOMENT FRAMES
OR SHEAR WALLS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ENGINEER IN WRITING.
10)MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 12 INCHES OR ONE FULL MESH AND ONE HALF, WHICHEVER IS GREATER.
11)DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE SPACING AND NUMBER AS THE SPECIFIED VERTICAL REINFORCING, UNO.
C. ANCHOR BOLTS (UNLESS NOTED OTHERWISE ON PLANS):
1) HOOKED BOLTS, HEADED BOLTS, THREADED RODS:
(a) SILL PLATES AND WOOD LEDGERS: ASTM F1555-36
(b) HOLDDOWN BOLTS: ASTM F1554-36 (NO HOOKS)
(c) WALL ANCHORS: ASTM F1554-36 (NO HOOKS)
(d) HIGH STRENGTH ANCHORS: ASTM F1554-55
(e) PEMB ANCHOR BOLTS: F1554-55.
2) ANCHOR BOLTS EXTENDING THROUGH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED AT LEAST FOR THE PORTION OF THE BOLTS IN CONTACT WITH PRESSURE TREATMENT. HOT DIP GALVANIZED IS NOT REQUIRED FOR ANCHOR BOLTS WITH SBX/D.O.T. TREATED WOOD AT MUDSILLS WITHIN WEATHER-TIGHT WALLS. 3) ANCHOR BOLTS SHALL BE HAND TIGHT IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
D. MISCELLANEOUS:
1) PROVIDE ¾” CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS OTHERWISE NOTED ON THE PLANS. 2) ANCHOR BOLTS AND DOWELS MUST BE SECURELY SUPPORTED IN PLACE BEFORE POURING CONCRETE TO ENSURE PROPER LOCATION PER PLAN.
E. CONCRETE BONDING AGENT (CBA):
1) SIKA ARMATEC 110 EPOCHEM
2) WR MEADOWS SEALTIGHT INTRALOK OR APPROVED EQUIVALENT. 3) PRIOR TO APPLYING CBA, EXISTING CONCRETE SURFACE SHALL BE ROUGHENED TO A ¼” AMPLITUDE AND CLEANED OF ALL DEBRIS, APPLY CBA PER MANUFACTURERS RECOMMENDATIONS.
F. CONCRETE FLOOR TOPPING:
CONCRETE FLOOR TOPPING SHALL BE ONE OF THE FOLLOWING:
1) CONCRETE PER NOTES ABOVE FOR TOPPING THICKNESS OF 1.5" OR GREATER. 2) ARDEX K15 WITH ARDEX P51 PRIMER.
3) AN APPROVED ALTERNATIVE.
GENERAL NOTES
S1.1
DESIGNER STAMP:
PERMIT SET
01.16.2025
Revisions
ENGINEERING DIVISION
RECORD DRAWINGS CITY OF MILPITAS
Designer:
Public Works
Inspector:
Utility/Facility Dept.
Head:
Project
Engineer:Public Improvements Initially
Accepted by
the City Council
on:
DRAWN
BY:
CHECKED
BY:
DESIGNED
BY:
Date:
Date:
Date:
Date:
Res.
No.
RECOMMENDED FOR BIDDING BY:
Samu Tiumalu, Public Works Division Manager - Operations DATE:
SCALE:
PROJECT NO.
REC. DWG NO.
DESIGNER STAMP:
DATE:
DATE:
DATE:
Num. Description Aprv. Date.Engr.
SHEET OF 46
OF
TY CI
ITAS
L
M
I
P
CALIFORNIA
JANUARY 26, 1954
INCORPORATED
ABBREVIATIONS:
ANCHOR BOLT
ADDITIONAL
ADJACENT
ABOVE FINISH FLOOR
AMERICAN CONCRETE INST.
AMERICAN INSTITUTE OF STEEL CONST.
AMERICAN IRON AND STEEL INST.
AMERICAN NATIONAL STANDARDS INST.
AMERICAN WELDING SOCIETY.
ARCHITECTURAL
BELOW FINISH FLOOR
BLOCKING
BOUNDARY NAILING
BOTTOM OF STEEL
CANTILEVERED
CARRIED COLUMN
CAST IN PLACE
CONCRETE BONDING AGENT
CONTROL JOINT
COMPLETE JOINT PENETRATION WELD
CENTER LINE
CEILING
CLEAR
CONCRETE MASONRY UNIT COLUMN
COLUMN
CONNECTION
CONCRETE
CONSTRUCTION
CONTINUOUS
DETAIL
DOUGLAS FIR
DIAGONAL
DIMENSION
DIAMETER
DITTO, OR DO OVER (REPEAT)
DRAWINGS
EXISTING
EACH
EACH FACE
ELEVATION
EXPANSION JOINT
EMBEDMENT
EDGE NAILING
EQUAL
EQUIPMENT
EDGE SCREWS
EACH WAY
FOUNDATION
FINISH FLOOR
FIELD NAILING
FULL PENETRATION WELD
FEET
FOOTING
FAR SIDE
GAGE OR GAUGE
GALVANIZED
GLUE LAM. BEAM
HEADED CONCRETE ANCHOR
HEADER
HOLDOWN
HORIZONTAL
INSTITUTE
KIPS
KNOCK OUT
KIPS PER SQUARE INCH
LAMINATED
LATERAL FORCE RESISTING SYSTEM
A.B.
ADD'L
ADJ.
A.F.F (OR AFF)
ACI
AISC
AISI
ANSI
AWS
ARCH'L
B.F.F. (OR BFF)
BLKG.
B.N. (OR BN)
B.O.S. (OR BOS)
CANT'L
CC
C.I.P. (OR CIP)
C.B.A.
C.J. (OR CJ)
CJP
C L (OR
)
CLG.
CLR.
C.M.U. (OR CMU)
COL.
CONN (OR CONX)
CONC.
CONST.
CONTIN.
DET
DF
DIAG
DIMS
DIA., Ø
D.O. (OR DO)
DWGS.
(E)
EA. (OR EA)
E.F. (OR EF)
ELEV
EJ
EMBED
E.N. (OR EN)
EQ. (OR EQ)
EQUIP
E.S. (OR ES)
E.W. (OR EW)
FND., FDN.
FIN. FL. (OR FF)
F.N.
F.P.
FT
FTG
FS
GA
GALV.
GLB
HCA
HDR
HD
HORIZ.
INST.
K
KO
KSI
LAM.
LFRS
LONG LEG VERTICAL
LONG LEG BACK TO BACK
LONG LEG HORIZONTAL
LONGITUDINAL
LONG SLOTTED HOLD
LAM. STRAND LUMBER (TIMBERSTRAND LSL)
LAM. VENEER LUMBER (MICROLLAM LVL)
MANUFACTURE
MAXIMUM
MACHINE BOLT
MECHANICAL
MECH'L, ELECT. PLUMB.
MINIMUM
NEW
NEAR FACE
NEAR SIDE
NOMINAL
NOT TO SCALE
NUMBER
ON CENTER
OPPOSITE
OUTSIDE DIAMETER
POWDER-ACTUATED FASTENER
POUNDS PER CUBIC FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PARTIAL JOINT PENETRATION WELD
PLATE
PLYWOOD
PARALLEL STRAND LUMBER (PARALLAM PSL)
POST TENSIONED
PRESSURE-TREATED DF
PRESSURE-TREATED HEM-FIR
REINFORCING, REINFORCED, REINFORCING
REQUIRED
SCHEDULE
SELF-DRILLING SCREW
SECTION
SHEET
SHEATHING
SIMILAR
SMOOTH, GREASED DOWEL
STEEL JOIST INSTITUTE
SHEET METAL SCREWS STANDARD
STANDARD
STRUCTURAL
SYMMETRIC
TENSION-CONTROL (BOLTS) TRUSS JOIST
MACMILLAN ("I" JOIST)
TOP OF BEAM
TOP OF CONCRETE
TOP OF FOOTING
TONGUE AND GROOVE
TOP OF PLYWOOD
TOP OF STEEL
TOP OF STEEL
TOP OF SLAB
TOP OF WALL
TOP OF WALL
TRANSVERSE
TYPICAL
UNLESS NOTED OTHERWISE VERTICAL
VERTICAL
VERIFY IN FIELD
WITH
WORK POINT
WEAKENED PLANE JOINT
WELDED WIRE FABRIC (REINF.)
L.L.V. (OR LLV)
LLBB
LLH
LONG.
LSH
LSL
LVL
MANUF.
MAX.
M.B. (OR MB)
MECH'L
M.E.P. (OR MEP)
MIN. (OR MIN)
(N)
NF
NS
NOM
NTS
NO.
O.C. (OR OC)
OPP
OD
PAF
PCF
PSF
PSI
PJP
PL
PLWD.
PSL
PT
PTDF
PTHF
REINF.
REQ'D (OR REQD)
SCHED.
SDS
SECT
SHT.
SHTG.
SIM.
S.G.D.
S.J.I. (OR SJI)
S.M.S.
STD
STRUCT.
SYM
T.C. (OR TC)
TJI
T.O.B.
T/CONC
T/FTG
T/G
T.O.P.
T.O.S. (OR TOS)
T/S
T/SLAB
T.O.W. (OR TOW)
T/W
TRANS
TYP., (OR TYP)
U.N.O (OR UNO)
VERT.
VIF
W/, w/
WP
W.P.J.
W.W.F. (OR WWF)
SYMBOLS:
S
S
SLOPE DIRECTION
SPAN DIRECTION
BOT OF STEEL ELEV.
MISC. ELEVATION
BEAM CALLOUT
(XX) INDICATES HEADED STUDS
C=X INDICATE CAMBER REQD
COLUMN CALLOUT
BPX INDICATED BASEPLATE
REQUIRED.
BEAM TO COL. (CJP) CONN.
LFRS OR GRAVITY SYSTEM.
BEAM TO BEAM (CJP) CONN.
BEAM OVER THE TOP OF
COLUMN (COLUMN BELOW).
CARRIED COLUMN
(COLUMN ABOVE BEAM).
DIAGONAL BRACE (UP/DOWN)
LOCATION OF FOOTING STEP,
CHANGE IN TOP OF FTG.
STEP IN CONCRETE SLAB
ELEVATION INDICATOR
EQUIPMENT PAD/CURB
(CONC OR WOOD)
FOOTING OUTLINE BELOW GRADE
FXX INDICATES FOOTING SIZE
CMU WALL
CAST-IN PLACE CONCRETE WALL
OPENING
BOS = XXX'-XX"
XXX'-XX"
BEAM SIZE
(XX) C=XX
COL. SIZE
BPX
FXX
(A) (B)
MECHANICAL UNIT FOOTPRINT
MECHANICAL UNIT LOCATION
AND OPERATING WEIGHT FOR
REFERENCE (SEE MEP
DRAWINGS)
BRACE OR WALL
ELEVATION CALLOUT
DETAIL SECTION CALLOUT
COL ABOVE
XX"
ELEVATION INDICATORELEV=XX.X'±
SEE NOTE XX
SX.X
XX
SX.X
XX
XX
XX
WT = XX LB
DRAWING LIST
S1.1 GENERAL NOTES
S2.1 FIRST FLOOR FRAMING PLAN
S2.2 SECOND FLOOR FRAMING PLAN
S3.1 DETAILS
1 2
DA B C
(N) FD
(E) FD
(E) TOS +0'-0"
REMOVE EXISTING TOPPING SLAB. POUR NEW
TOPPING SLAB TO ACHIEVE SLOPE SHOWN.
SCAN FLOOR TO LOCATE REINFORCING STEEL
AND REPORT LOCATION AND DEPTHS TO THE
ARCHITECT PRIOR TO SLAB REMOVAL
(E) CONC. SLAB
TYP. UNO
(E) CONC. BEAMS
TYP.
S3.1
1 S3.1
2 REMOVE CONCRETE/MASONRY
PEDESTAL
S3.1
3MEP FLOOR
PENETRATIONS
TYP.
2% MAX, 1% MIN. SLOPE
AT EACH DRAIN
(E) FD FLAT
FIRST FLOOR FRAMING PLAN
S2.1
DESIGNER STAMP:
PERMIT SET
01.16.2025
Revisions
ENGINEERING DIVISION
RECORD DRAWINGS CITY OF MILPITAS
Designer:
Public Works
Inspector:
Utility/Facility Dept.
Head:
Project
Engineer:Public Improvements Initially
Accepted by
the City Council
on:
DRAWN
BY:
CHECKED
BY:
DESIGNED
BY:
Date:
Date:
Date:
Date:
Res.
No.
RECOMMENDED FOR BIDDING BY:
Samu Tiumalu, Public Works Division Manager - Operations DATE:
SCALE:
PROJECT NO.
REC. DWG NO.
DESIGNER STAMP:
DATE:
DATE:
DATE:
Num. Description Aprv. Date.Engr.
SHEET OF 46
OF
TY CI
ITAS
L
M
I
P
CALIFORNIA
JANUARY 26, 1954
INCORPORATED
FIRST FLOOR FRAMING PLAN
1/4"=1'-0"
1 2
DA B C
(N) FLOOR PLAN
BELOW
(E) STEEL
BEAMS
TYP.
ANY SECOND FLOOR MEP
PENETRATIONS SHALL BE REPORTED
TO THE STRUCTURAL ENGINEER OF
RECORD FOR APPROVAL PRIOR TO
CUTTING/CORING THE FLOOR
SECOND FLOOR FRAMING PLAN
S2.2
SECOND FLOOR FRAMING PLAN
1/4"=1'-0"
DESIGNER STAMP:
PERMIT SET
01.16.2025
Revisions
ENGINEERING DIVISION
RECORD DRAWINGS CITY OF MILPITAS
Designer:
Public Works
Inspector:
Utility/Facility Dept.
Head:
Project
Engineer:Public Improvements Initially
Accepted by
the City Council
on:
DRAWN
BY:
CHECKED
BY:
DESIGNED
BY:
Date:
Date:
Date:
Date:
Res.
No.
RECOMMENDED FOR BIDDING BY:
Samu Tiumalu, Public Works Division Manager - Operations DATE:
SCALE:
PROJECT NO.
REC. DWG NO.
DESIGNER STAMP:
DATE:
DATE:
DATE:
Num. Description Aprv. Date.Engr.
SHEET OF 46
OF
TY CI
ITAS
L
M
I
P
CALIFORNIA
JANUARY 26, 1954
INCORPORATED
(E) TOPPING SLAB
(N) SLAB ELEVATION
(E) STRUCTURAL
SLAB
SECTION1 1"=1'-0"
REMOVE EXISTING TOPPING SLAB. POUR NEW
TOPPING SLAB TO ACHIEVE SLOPE SHOWN.
SCAN FLOOR TO LOCATE REINFORCING STEEL
AND REPORT LOCATION AND DEPTHS TO THE
ARCHITECT PRIOR TO SLAB REMOVAL
SLAB GRADE
BEYOND
CORES FOR NEW DRAINS
SEE DETAIL 3
FLOOR TOPPING AS REQUIRED TO
ACHIEVE FLOOR SLOPES
ROUGHEN SURFACE TO 1/4" AMPLITUDE.
APPLY CONCRETE BONDING AGENT
(E) FLOOR DRAIN
(E) STRUCTURAL SLAB
REMOVE PEDESTAL
GRIND SURFACE FLUSH WITH SLAB
CUT DOWELS FLUSH WITH SLAB
(E) CONCRETE/GROUT
FILL
(E) 6" CMU
1'-6"±
PEDESTAL DEMOLITION2 1"=1'-0"
GRIND FEATHERED EDGE DOWN
1/2" MIN. TO RECEIVE TOPPING
TYP.
1/2"
4"
MIN.
(E) BEAM
DO NOT CORE
THROUGH BEAM
(E) FIRST
FLOOR SLAB
SECTIONPLAN
PROPOSED CORE IN FLOOR SLAB
MAX. SIZE PIPE DIAMETER PLUS 1"
SCAN FLOOR TO LOCATE
ALL REINFORCING AND
POST TENSIONING
STRANDS
12"
MIN.4" CLR., MIN.
TYP.
(N) OR (E) CORE
WHERE APPLICABLE
FLOOR PENETRATION DETAIL3 3/4"=1'-0"
DETAILS
S3.1
DESIGNER STAMP:
PERMIT SET
01.16.2025
Revisions
ENGINEERING DIVISION
RECORD DRAWINGS CITY OF MILPITAS
Designer:
Public Works
Inspector:
Utility/Facility Dept.
Head:
Project
Engineer:Public Improvements Initially
Accepted by
the City Council
on:
DRAWN
BY:
CHECKED
BY:
DESIGNED
BY:
Date:
Date:
Date:
Date:
Res.
No.
RECOMMENDED FOR BIDDING BY:
Samu Tiumalu, Public Works Division Manager - Operations DATE:
SCALE:
PROJECT NO.
REC. DWG NO.
DESIGNER STAMP:
DATE:
DATE:
DATE:
Num. Description Aprv. Date.Engr.
SHEET OF 46
OF
TY CI
ITAS
L
M
I
P
CALIFORNIA
JANUARY 26, 1954
INCORPORATED
9$9
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