+ All Categories
Home > Documents > ABATEMENT PLAN FOR REMOVAL OF ASBESTOS-CONTAINING...

ABATEMENT PLAN FOR REMOVAL OF ASBESTOS-CONTAINING...

Date post: 12-Jun-2020
Category:
Upload: others
View: 9 times
Download: 0 times
Share this document with a friend
24
Alta Environmental 3777 Long Beach Boulevard Annex Building Long Beach CA 90807 United States of America T 562 495 5777 F 562 495 5877 Toll-free (US only) 800 777-0605 altaenviron.com ABATEMENT PLAN FOR REMOVAL OF ASBESTOS-CONTAINING MATERIALS AND LEAD-BASED PAINT HVAC Project Santa Monica High School 601 Pico Boulevard Santa Monica, California 90405 Prepared for: Santa Monica-Malibu Unified School District 1651 Sixteenth Street Santa Monica, California 90404 Project No.: SMSD-18-7472 Date: October 10, 2018 (REVISED)
Transcript

Alta Environmental 3777 Long Beach Boulevard Annex Building Long Beach CA 90807 United States of America T 562 495 5777 F 562 495 5877 Toll-free (US only) 800 777-0605 altaenviron.com

ABATEMENT PLAN FOR REMOVAL OF ASBESTOS-CONTAINING MATERIALS AND LEAD-BASED PAINT

HVAC Project Santa Monica High School 601 Pico Boulevard Santa Monica, California 90405

Prepared for:

Santa Monica-Malibu Unified School District 1651 Sixteenth Street Santa Monica, California 90404

Project No.: SMSD-18-7472 Date: October 10, 2018 (REVISED)

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

i

Table of Contents PART 1 - GENERAL .................................................................................................................................................. 1

1.1 REMOVAL SCOPE OF WORK ....................................................................................................... 1 1.2 WORK TO BE PERFORMED BY OTHERS .................................................................................... 6 1.3 RESPONSIBILITIES OF OWNER ................................................................................................... 6 1.4 REQUIRED LICENSURE ................................................................................................................ 6 1.5 PERMITS ......................................................................................................................................... 7 1.6 NOTIFICATIONS ............................................................................................................................. 7 1.7 INSURANCE REQUIREMENTS ..................................................................................................... 7 1.8 BONDING REQUIREMENTS .......................................................................................................... 7 1.9 PROJECT SCHEDULE ................................................................................................................... 7 1.10 APPLICABLE REGULATIONS ........................................................................................................ 7 1.11 SUBMITTALS .................................................................................................................................. 8 1.12 NOTICES ......................................................................................................................................... 9 1.13 SITE USE AND SECURITY ............................................................................................................ 9 1.14 EMERGENCY PLANNING ............................................................................................................ 10 1.15 FIRE PROTECTION ...................................................................................................................... 10

PART 2 - PRODUCTS ............................................................................................................................................. 11 2.1 MATERIALS .................................................................................................................................. 11 2.2 EQUIPMENT ................................................................................................................................. 11

PART 3 - EXECUTION ............................................................................................................................................ 13 3.1 CLEAN-UP PROCEDURES .......................................................................................................... 13 3.2 WORKER DECONTAMINATION SYSTEMS ................................................................................ 13 3.3 DISPOSAL PROCEDURES .......................................................................................................... 14 3.4 RE-ESTABLISHMENT OF THE WORK AREAS ........................................................................... 14

3.4.1 VISUAL INSPECTION .................................................................................................................... 14

3.4.2 ABATEMENT CLEARANCE CRITERIA ........................................................................................ 15

3.5 ENVIRONMENTAL MONITORING ............................................................................................... 15 3.6 OSHA PERSONNEL AIR MONITORING ...................................................................................... 16 3.7 REMOVAL WORK PROCEDURES .............................................................................................. 17 3.7.1 ASBESTOS-containing materials REMOVAL-TSI on pipe, 4” diameter pipe and elbow, asbestos

panels ............................................................................................................................................ 17 3.7.2 ASBESTOS-containing materials REMOVAL-minor coring and drilling thru plaster, drywall and

stucco wall and ceiling surfaces .................................................................................................... 17 3.7.3 ASBESTOS-containing materials REMOVAL-Flooring AND MASTICS-Adhesives ..................... 18 3.7.4 LEAD-BASED PAINT removal- Paint Stabilization/minor coring and drilling ................................ 19 3.7.5 LEAD-BASED PAINT removal- Component Removal .................................................................. 19 3.7.6 lead-containing paint construction related work ............................................................................ 20

Attachment A – Site Map

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

1

PART 1 - GENERAL The Santa Monica Malibu Unified School District will undertake an air conditioning project at Santa Monica High School at 601 Pico Boulevard in Santa Monica, California. For completing the air conditioning project, it is anticipated that impacts to identified asbestos-containing materials and lead-based painted walls and ceilings will include minor coring and drilling for installation of equipment supports, raceways, etc. It is also anticipated that all existing air conditioning equipment including insulated pipes, and roof mounted units will be removed and replaced. In completing the removal scope of work, the contractor will be responsible for identifying all the ACMs and LBPs to be removed and replaced by referring to the project drawings and comparing to the materials listed in the tables below. Only those components affected by the scope of work, DSA drawings, should be removed.

1.1 REMOVAL SCOPE OF WORK

The general intent of this document is to advice the abatement contractor of the minimum requirements for handling and removal of identified asbestos-containing materials (ACM), lead-based paint (LBP) which will be impacted by the upcoming Modernization project. Alternative procedures may be used, but the procedures must meet or exceed current federal, state, local and District specification requirements. The alternative procedures must be reviewed and approved by District representative prior to implementation of the work.

An asbestos and lead survey has been prepared for this project by Alta Environmental (#SMSD-17-7280). The intent of this document is to be used in conjunction with the Survey report and DSA drawings prepared by Chan Young Architects, DSA #03-118434.

By submitting a bid, the Contractor warrants its intent to conduct said work properly using qualified personnel employed by licensed contractors.

A. Removal scope of work shall include all impacted materials listed in the table below, in

areas identified in the project drawings. B. All removal and disturbance of asbestos-containing materials (ACM) and subsequent

waste disposal shall be performed by an asbestos abatement contractor, using 40-hour asbestos trained workers (Asbestos Worker trained as outlined in 40 CFR 763). Abatement contractor’s workforce shall be supervised by experienced trained workers, knowledgeable and qualified in the techniques of asbestos abatement, handling and disposal of asbestos-containing and/or asbestos-contaminated materials, and the subsequent cleaning of contaminated areas, including, at a minimum, Competent Person/Contractor Supervisor training as outlined in 40 CFR 763.

C. All removal and disturbance of lead-based paints and subsequent waste disposal shall be

performed by a state-licensed contractor, using CDPH-certified workers with at least one CDPH-certified Supervisor. Abatement contractor’s workforce shall be supervised by experienced trained workers, knowledgeable and qualified in the techniques of lead abatement, handling and disposal of lead-containing and/or lead-contaminated materials, and the subsequent cleaning of contaminated areas.

D. All removal and disturbances of lead containing painted surfaces are subject to Cal/OSHA

worker exposure requirements (8 CCR 1532.1) including the use of respirators and protective clothing until the contractor has demonstrated through objective data the exposure levels to lead dust based on a negative exposure assessment do not exceed the permissible exposure level.

dnoriyuki
Text Box
(For the purposes of these retrofits, assume that all finish floor conditions affected by the scope of work should be remediated.)

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

2

E. When exposure monitoring of a particular lead-related task indicates that the permissible exposure level is or will be exceeded, the contractor shall use CDPH-certified lead workers to complete the task.

F. Contractor shall furnish all labor, materials, services, insurance (specifically covering the

handling and transportation of asbestos, lead-based paint and equipment which is specified, shown or reasonably implied for the removal, transport, and disposal of the impacted waste materials:

SUMMARY OF ASBESTOS-CONTAINING MATERIALS

Business Building

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

TSI on pipe (above drop-down ceiling)

Above drop-down ceiling in 1st floor hallway

Full removal in areas impacted by the project drawings and specifications

3.7.1

Chalkboard mastic Basement room 10, 1st floor rooms, 100, 106, 110, 120, 111, 115

No anticipated impacts. Listed for information only

N/A

Floor with mastic –adhesive Assumed Asbestos-Containing

Assumed positive at all locations where present.

Full removal in areas impacted by the project drawings and specifications

3.7.3

SUMMARY OF ASBESTOS-CONTAINING MATERIALS

ART BUILDING

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

Window putty Exterior windows No anticipated impacts. Listed for information only

N/A

Acoustical plaster ceiling

Above ceiling tile in all rooms Minor coring and drilling in areas affected by the scope of work

3.7.2

4” diameter pipe TSI

2nd floor attic space throughout Full removal in areas impacted by the project drawings and specifications

3.7.1

4” diameter pipe elbows

2nd floor attic space throughout Full removal in areas impacted by the project drawings and specifications

3.7.1

Asbestos-cement panels

Room 013A, lining furnace hood Full removal in areas impacted by the project drawings and specifications

3.7.1

Floor with mastic –adhesive Assumed Asbestos-Containing

Assumed positive at all locations where present

Full removal in areas impacted by the project drawings and specifications

3.7.3

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

3

SUMMARY OF ASBESTOS-CONTAINING CONSTRUCTION MATERIALS

ENGLISH BUILDING

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

Soffit plaster ceiling

E217, E215, E213, E208, E210, 2nd floor, corridor, E201, E200, E302, E304, E100 - E117, 200, E217, E215, E213 (above ceiling tile, 1st floor corridor, 1st floor restrooms (above drywall ceiling))

Minor coring and drilling in areas affected by the scope of work

3.7.2

Floor with mastic –adhesive Assumed Asbestos-Containing

Assumed positive at all locations where present

Full removal in areas impacted by the project drawings and specifications

3.7.3

SUMMARY OF ASBESTOS-CONTAINING CONSTRUCTION MATERIALS

HISTORY BUILDING

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

Soft rough plaster

Rooms H101, H102, H100, H106, H114, 116, 118, 120, 122, 121, 119, 200, 201, 202, 203, 205, 207, 208, 209, 210, 213, 214, 215, 216, 217, 218, 1st & 2nd floor

Minor coring and drilling in areas affected by the scope of work

3.7.2

TSI pipe insulation Basement hallway in ceiling space, room H023 storage

Full removal in areas impacted by the project drawings and specifications

3.7.1

Floor with mastic –adhesive Assumed Asbestos-Containing

Assumed positive at all locations where present

Full removal in areas impacted by the project drawings and specifications

3.7.3

SUMMARY OF ASBESTOS-CONTAINING CONSTRUCTION MATERIALS

LANGUAGE BUILDING

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

Base flashing roof panels

Roof No anticipated impacts. Listed for information only

N/A

Exterior stucco wall and ceilings

Exterior Walls and overhang Minor coring and drilling in areas affected by the scope of work

3.7.2

Ceiling access panels

Room L104 thru L116, room L204 thru L210

No anticipated impacts. Listed for information only

N/A

Floor with mastic –adhesive Assumed Asbestos-Containing

Assumed positive at all locations where present

Full removal in areas impacted by the project drawings and specifications

3.7.3

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

4

SUMMARY OF ASBESTOS-CONTAINING CONSTRUCTION MATERIALS

Administration Building

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

Drywall ceilings with joint compound

All ceilings above 12" random pin hole ceiling tile, rooms 203, 203A, 204, 205, 200, 200A, 202, 103C, 103D, 103A, 103B, 101, 102, 405, 402, 401, 401 closet and restroom, Vikings Inn, custodian room, electrical room

Minor coring and drilling in areas affected by the scope of work

3.7.2

Floor tile with mastic – Assumed Asbestos-Containing

Assumed positive at all locations where present

Full removal in areas impacted by the project drawings and specifications

3.7.3

SUMMARY OF ASBESTOS-CONTAINING CONSTRUCTION MATERIALS

MUSIC BUILDING

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

Drywall ceiling with mud

Rooms M200, 201 (A-E), 200A Minor coring and drilling in areas affected by the scope of work

3.7.2

Stucco Exterior walls Minor coring and drilling in areas affected by the scope of work

3.7.2

Floor tile with mastic – Assumed Asbestos-Containing

Assumed positive at all locations where present

Full removal in areas impacted by the project drawings and specifications

3.7.3

SUMMARY OF ASBESTOS-CONTAINING CONSTRUCTION MATERIALS

NORTH/SOUTH BUILDING

MATERIAL LOCATION SCOPE OF IMPACT SPECS

SECTION

Drywall ceiling with mud

Above fissured ceiling tiles, northeast stairwell, north gym, southeast, stairwell, south gym, north and south gym, seating areas, basketball court

Minor coring and drilling in areas affected by the scope of work

3.7.2

Floor tile with mastic – Assumed Asbestos-Containing

Assumed positive at all locations where present

Full removal in areas impacted by the project drawings and specifications

3.7.3

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

5

SUMMARY OF LEAD-BASED PAINT

ENGLISH BUILDING

COMPONENT LOCATION SCOPE OF IMPACT SPECS

SECTION

Beam Structural beams and columns Minor coring and drilling in areas affected by the scope of work

3.7.4

SUMMARY OF LEAD-BASED PAINT

BUSINESS BUILDLING

COMPONENT LOCATION SCOPE OF IMPACT SPECS

SECTION

Ceiling Room B105 Minor coring and drilling in areas affected by the scope of work

3.7.4

Roof vent Roof exhaust vents Full removal in areas impacted by the project drawings and specifications

3.7.5

SUMMARY OF LEAD-BASED PAINT

ART BUILDING

COMPONENT LOCATION SCOPE OF IMPACT SPECS

SECTION

Beam Interior structural beams/columns Minor coring and drilling in areas affected by the scope of work

3.7.4

SUMMARY OF LEAD-BASED PAINT

BARNUM HALL

COMPONENT LOCATION SCOPE OF IMPACT SPECS

SECTION

Beam Original structural beams, columns, decking

Minor coring and drilling in areas affected by the scope of work

3.7.4

SUMMARY OF LEAD-BASED PAINT

NORTH/SOUTH GYM

COMPONENT LOCATION SCOPE OF IMPACT SPECS

SECTION

Beam wall Interior structural beams, columns, truss

Minor coring and drilling in areas affected by the scope of work

3.7.4

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

6

LEAD-CONTAINING PAINT

COMPONENT LOCATION SCOPE OF IMPACT SPECS

SECTION

Painted walls, ceilings, and mechanical components-plaster, drywall and stucco and metal

All buildings, impacted surfaces Minor coring and drilling 3.7.6

The Contractor is responsible for assessing the type, extent, and quantity of material to be removed in each area of the project.

1.2 WORK TO BE PERFORMED BY OTHERS

A. As per Project Drawings.

1.3 RESPONSIBILITIES OF OWNER

A. The Owner may elect to provide daily oversight and environmental monitoring surrounding the abatement/removal operations.

1.4 REQUIRED LICENSURE

A. Contractor shall be licensed by the State of California, Contractors State License Board and be registered to perform asbestos related work with the Division of Occupational Safety and Health, Department of Industrial Relations. At a minimum contractor shall hold the following license classification:

1. ASB - Asbestos Certification 2. U.S. EPA Renovation, Repair, & Repainting Program (RRRP), if required

B. Transportation of Friable and Non-Friable Asbestos Containing Materials: Contractor shall

itself be or have a subcontractor who is a registered hazardous waste transporter with the State of California, Department of Toxic Substances Control.

C. Subcontractors shall hold all licenses applicable to specified trade work.

SUMMARY OF LEAD-BASED PAINT

ADMIN BUILDLING

COMPONENT LOCATION SCOPE OF IMPACT SPECS

SECTION

Duct Book room Full removal in areas impacted by the project drawings and specifications

3.7.5

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

7

1.5 PERMITS

A. As required by California Division of Occupational Safety and Health (Cal/OSHA) B. As required by the South Coast Air Quality Management District (SCAQMD) C. As required by Department of Health Services (Cal/DPH) D. As required by local agencies for specific tasks (i.e., temporary power, etc.)

1.6 NOTIFICATIONS

A. Contractor shall make all required written notifications to regulatory agencies including the following:

1. Cal/OSHA 2. SCAQMD 3. Cal/DPH, if required.

1.7 INSURANCE REQUIREMENTS

A. Provide as per Project Specifications.

1.8 BONDING REQUIREMENTS

A. Provide As per Project Specifications.

1.9 PROJECT SCHEDULE

A. Project Start Date: As specified by owner Project Completion Date: As specified by owner

B. All work shall be performed as per agreement between Contractor and Owner.

1.10 APPLICABLE REGULATIONS

A. Contractor shall perform all Work in compliance with current, applicable federal, state, and local regulations, standards and codes including District specifications governing asbestos abatement, transport, and disposal of asbestos containing/contaminated materials, lead-based/containing surface coatings and contaminated materials, and all other hazardous materials.

1. Requirements include obtaining permits, licenses, inspections, releases and

similar documentation, as well as payments, statements and similar requirements associated with codes, regulations, and standards.

B. Regulations, Standards, and Codes (General):

1. General applicability of federal, state, and local regulations, standards and codes

governing hazardous materials abatement, demolition, transport, and disposal, except to the extent that more explicit or more stringent requirements are written directly into the contract documents, all applicable regulations, standards, and codes have the same force and effect and are made a part of the contract documents as if copied directly into the contract documents, or as if published copies are bound herewith.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

8

C. Contractor Responsibility: The Contractor shall assume full responsibility and liability for

the compliance with all applicable federal, state, and local regulations including District Specifications pertaining to work practices, transport, disposal, and protection of workers, visitors to the site, and persons occupying areas adjacent to the site.

1. The contractor is responsible for providing training, medical examinations and

maintaining training/medical records of personnel as required by the applicable federal, state, and local regulations.

2. The Contractor shall hold the Owner and Project Environmental Consultant

harmless for failure to comply with any applicable hazardous materials abatement, transport, disposal, safety, health or other regulation on the part of himself, his employees, or his subcontractors.

1.11 SUBMITTALS A. Prior to commencement of work, Contractor shall submit to the Project Environmental

Consultant (Owner’s Representative) documentation that includes, without limitation, the following:

1. Copies of licenses and registrations required by Article 1.6 Required Licensure

(include copies of subcontractors’ licenses).

2. Copies of written notification to the following regulatory agencies:

a. Cal/OSHA b. SCAQMD c. Cal/DPH, if necessary.

3. Manufacturer's certification that HEPA vacuums, differential pressure air filtration devices and other local exhaust ventilation equipment conform to ANSI Z9.2-79 and have been permitted by the SCAQMD.

4. Documentation showing that Contractor's employees, including foreman,

supervisor, and any other company personnel or agents who may be exposed to airborne asbestos fibers or who may be responsible for any aspects of asbestos abatement activities, have received training as required by 29 CFR 1926.1101 and 8 CCR 1529.

5. Documentation showing that Contractor's employees, including foreman,

supervisor, and any other company personnel or agents who may be exposed to airborne lead dust or who may be responsible for any aspects of lead abatement activities, have received training as required by 29 CFR 1926.62 and 8 CCR 1532.1.

6. Documentation from Physician (signed by an M.D.) showing that all employees or

agents who may be exposed to airborne asbestos fibers in excess of background levels have received medical monitoring to determine whether they are physically capable of working while wearing the respirator required without suffering adverse health effects. The Contractor must be aware of and provide information to the examining physician about unusual conditions in the workplace environment (e.g. high temperatures, humidity, chemical contaminants) that may impact on the employee's ability to perform work activities.

7. Documentation of respirator fit-testing for all Contractor employees and agents

who must enter the work area. This fit-testing shall be conducted annually and in accordance with procedures as required by 29 CFR 1910.134 and 8 CCR 5144.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

9

8. An emergency preparedness plan as required by Article 1.16 - Emergency

Planning.

B. During abatement activities, Contractor shall maintain on-site records and submit to Project Environmental Consultant at the completion of the project documentation that includes, without limitation, the following:

1. Copies of the work area entry/exit log book.

2. Copies of logs documenting filter changes on respirators, HEPA vacuums,

differential pressure air filtration devices, water filtration device, and other engineering controls.

3. Copies of Material Safety Data Sheets (MSDS) for solvents, encapsulants, wetting

agents, replacement materials, and other substances brought by Contractor to the Project Site. MSDSs shall be available the first day that subject materials/substances are present on the project site.

4. Results of all required OSHA compliance air monitoring. Results shall be available

for review by Consultant and Owner within 24 hours the sampling.

5. Copies of all accident/incident reports where injury or damage has occurred on or to the Owner's property.

6. Copies of daily logs indicating location(s) worked, type of materials removed,

quantity of materials removed and number of personnel conducting the aforementioned activities.

7. Copies of all transport manifests, trip tickets and disposal receipts for all asbestos

waste materials removed from the site.

1.12 NOTICES

A. Post in the clean room area of the worker decontamination enclosure a list containing the names, and telephone numbers of Owner, Construction Manager, Abatement Contractor, and Project Environmental Consultant.

B. Additional postings shall include:

1. Visitor Entry and Exit Log. 2. Employee Daily Sign in Log. 3. Entry and Exit Procedures. 4. Emergency Procedures. 5. Copies of permits required in Article 1.7 of this document and copies of

notifications required in Article 1.8 of this document. 6. As required by the Department of Labor.

1.13 SITE USE AND SECURITY

A. Confine operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

10

B. The work area shall be restricted only to authorized, trained and protected personnel, including Contractor, Contractor's employees, Owner’s employees, Owner, Construction Manager, Project Environmental Consultant, State and Local Inspectors.

C. Entry into the work area by unauthorized individuals shall be reported immediately to the

Project Environmental Consultant.

D. Contractor shall be responsible for Project site security during abatement operations.

1.14 EMERGENCY PLANNING

A. Emergency planning and procedures shall be developed by Contractor prior to abatement initiation.

B. Emergency procedures shall be in written form and prominently posted. Contractor shall

ensure that all persons entering the work area read these procedures and understand the Project site layout, location of emergency exits and emergency procedures.

C. Emergency planning shall include considerations of fire, explosion, electrical hazards,

slips, trips and falls, confined spaces, and heat related injury. Written procedures shall be developed and employee training in procedures shall be provided by Contractor.

D. Employees shall be trained in evacuation procedures in the event of work place

emergencies.

1. For non-life threatening situations, employees injured or otherwise incapacitated shall decontaminate following normal procedures with assistance from fellow workers, if necessary, before exiting the work place to obtain proper medical treatment.

2. For life threatening injury or illness, worker decontamination shall take least

priority. After measures to stabilize the injured worker, remove him from the work place and secure proper medical treatment.

3. Telephone numbers of all emergency response personnel shall be prominently

posted in the clean and equipment rooms.

1.15 FIRE PROTECTION

A. All plastic, spray-on strippable coatings, and structural materials used in the asbestos abatement process shall be UL-approved and certified as fire retardant or noncombustible.

B. Wood shall be pressure impregnable and certified as fire retardant. C. Material Safety Data Sheets (MSDS) for fire retardant materials shall be made available

upon request.

D. All combustible rubbish and debris, including asbestos waste shall be properly packaged, labeled and stored in a District designated lockable storage facility at the end of each working day.

E. A minimum of one (1) 4A/60BC dry-chemical extinguisher shall be maintained at each of

the following locations:

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

11

1. At each corner of the work area. Where no clear corners exist, four (4) extinguishers shall be placed around the exterior wall of the work area so that they are approximately 25 percent of the total distance apart.

a. Exception: Where total contained work area is less than 1,000 square

feet, two (2) 4A/60BC extinguishers shall be provided. All extinguishers shall be clearly identified with red tape.

2. Contractor shall ensure that on site personnel are aware of the location and proper

use of all extinguishers and other fire/life safety equipment.

F. All existing fire detection, alarm systems, connections and standpipes shall remain in place, active and unobstructed. Any alteration to this equipment must be approved by the Owner.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Generally, Contractor shall carefully adhere to the following:

1. All plastic, spray-on strippable coatings and structural materials used shall be UL-certified as fire retardant or non-combustible.

2. Fire-retardant polyethylene sheeting utilized for worker decontamination and

construction/containment barriers shall be a minimum of six-mil in thickness. 3. Disposal bags used to package hazardous waste shall be of six-mil polyethylene,

pre-printed with labels as required by EPA regulation 40 CFR 61.152 (b) and 8 CCR 1529.

4. Warning signs as required by Cal/OSHA shall be utilized.

B. Removal and Encapsulation:

1. Apply surfactant during removal work activities.

2. Apply an encapsulating agent to the substrate surfaces from which asbestos-

containing material has been stripped.

3. Mastic removal solvents shall be of the low odor variety.

2.2 EQUIPMENT

A. General:

1. A sufficient quantity of HEPA vacuums and/or differential pressure air filtration devices equipped with HEPA filtration shall be used to control asbestos fibers during the removal of asbestos containing materials. To calculate total air flow requirement:

Total ft3/min = Vol. of work area (in ft3)

15 min

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

12

To calculate the number of units needed for the abatement:

Number of units needed = [total ft3/min]

[capacity of unit in ft3/min]

2. At a minimum, full-face powered air-purifying respirators (PAPRs) equipped with HEPA filters cartridges shall be utilized during all friable/Class I asbestos removal and for all removal of lead-containing paints/substances involving abrasive removal techniques.

3. At a minimum, half-face air-purifying respirators with P-100 cartridges shall be

utilized for the removal of all non-friable/Class II asbestos removal, and lead coated, ceramic tile, and impacted damaged lead-based paint except abrasive removal.

4. Respirators shall be furnished to the abatement workers by Contractor. The

respirators shall have been tested and approved by National Institute of Occupational Safety and Health (NIOSH) for use in asbestos-contaminated atmospheres.

5. Full body disposable protective clothing, including head, body, and foot coverings

shall be furnished to workers and visitors by the abatement contractor. The clothing shall include adequate sizes to accommodate movement without tearing.

6. Additional safety equipment as supplied in accordance with 8 CCR 1514, (e.g. hard

hats meeting the requirements of 8 CCR 1515, eye protection meeting the requirements of 8 CCR 1516, safety shoes meeting the requirements of 8 CCR 1517, hand protection meeting the requirements of 8 CCR 1520, hearing protection meeting the requirements of 8 CCR 1521 and body protection meeting the requirements of 8 CCR 1522), as necessary, shall be furnished to all workers and authorized visitors.

B. Removal:

1. Removal shall be performed using manual means and methods. Perform removal

in manageable section and perform continuous clean-up of debris. Mechanical removal shall only be perform in conjunction with Owner approved HEPA air filtration systems.

2. Perform detail cleaning using HEPA vacuuming and wet wiping methods. No

brooms shall be used during asbestos and lead-based paint related work. C. Encapsulation: Encapsulants shall be sprayed using airless spray equipment or hand

pressurized sprayer.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

13

PART 3 - EXECUTION

3.1 CLEAN-UP PROCEDURES

A. Remove and containerize all visible accumulations of asbestos-containing material, and

asbestos/lead-contaminated debris utilizing rubber dust pans and rubber squeegees to move material around. Do not use metal shovels to pick up or move accumulated waste within contained work areas.

Asbestos-containing/contaminated waste shall be packaged and label in accordance with EPA regulation 40 CFR 61.152 (b) (I) (iv), Cal/OSHA (Title 8 CCR Sections 1529 and 5208), SCAQMD Rule 1403, and if applicable Title 22 CCR Section 66504. Lead-waste wastes shall be packaged and label as required by 8 CCR 1532.1 and 22 CCR 66504. All other hazardous wastes shall be containerized as appropriate and disposed of in a manner that satisfies the requirements for waste characterization and disposal in accordance with the requirements of Title 22 of the California Code of Regulations, Sections 66243, et seq., and Sections 25157.8, et al, of the California Health and Safety Code.

B. Whether cleaning an asbestos work area or a lead work area (or both), wet clean all surfaces in the work area using a HEPA-vacuum, as appropriate.

C. After gross cleaning of the work area, HEPA-vacuum and wet clean all objects and

surfaces in the work area are completed, remove all containerized waste from the work area.

D. Decontaminate all tools and equipment and remove at the appropriate time in the cleaning sequence.

E. Project Environmental Consultant and the abatement contractor representative will inspect

the work area for visible residue. If any accumulation of residue is observed, a second settling period and cleaning cycle repeated at no additional cost to Owner.

F. Following the satisfactory completion of clearance air monitoring or clearance wipe testing,

the remaining barriers may be removed and prepared for proper disposal. A final visual inspection by Project Environmental Consultant and the abatement contractor representative will be performed. Unsatisfactory conditions may require additional cleaning and air monitoring/wipe sampling, at no additional cost to Owner.

3.2 WORKER DECONTAMINATION SYSTEMS

A. Worker decontamination enclosure systems shall be provided at all locations where workers will enter or exit regulated work areas.

B. Worker decontamination enclosure systems constructed at the Project site shall utilize

six-mil, fire-retardant polyethylene sheeting, or other approved materials for privacy.

C. Personnel Decontamination Units shall not be located inside the work area(s) unless specifically authorized by the Project Environmental Consultant.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

14

D. Alternate methods of providing Decontamination facilities may be submitted to the Project Environmental Consultant for approval. Do not proceed with any such method(s) without the written authorization.

E. The worker decontamination enclosure system shall consist of at least a cleansing station

in accordance with the requirements of 8 CCR 1527 and 8 CCR 1529, equipped with adequate water, towels and cleansing agents to accommodate the entire crew and visitors.

3.3 DISPOSAL PROCEDURES

A. All Class I friable asbestos waste shall be disposed as hazardous, waste and disposed at an appropriate landfill facility. The waste shall be manifested using a Uniform Hazardous Waste Manifest.

B. All Class II non-friable asbestos waste shall be disposed of as Non-Hazardous, Non-Friable

Asbestos Waste. A non-hazardous material data form will be required.

C. All asbestos-containing waste shall be placed and stored in clear, sealed, leak-tight and appropriately labeled containers, in accordance with 8 CCR 1529 and SCAQMD Rule 1403, and transported to an appropriate landfill for disposal.

D. The abatement contractor will be responsible for segregating lead waste (LBP and LCP)

into separate waste streams. The contractor will be required to collect a sufficient number of samples to adequately characterize the waste stream. Sample analysis will include at a minimum, Total Threshold Limit Concentration (TTLC), Soluble Threshold Limit Concentration (STLC) and Toxicity Characteristic Leaching Procedure (TCLP). The contractor shall develop and submit for review a waste sampling and management plan to the Owner and the Project Environmental Consultant.

E. All hazardous wastes (including non-hazardous asbestos wastes) must be transported by a certified waste hauler and disposed off at a waste facility approved by the Owner.

F. Obtain the EPA Hazardous Waste Generator Identification Number and State of California

Hazardous Waste Tax Identification Number from the Owner for hazardous waste disposal.

G. All hazardous waste manifests or non-hazardous material data forms shall be delivered to the owner. Record keeping format shall utilize a chain of custody form which includes the names and addresses of the Generator (Owner), Contractor, Waste Hauler, pickup site, disposal site, the estimated quantity of the asbestos waste and the type of containers used. The form shall be signed by the Generator, Contractor, Waste Hauler and the Disposal Site Operator, as the responsibility for the material changes hands.

3.4 RE-ESTABLISHMENT OF THE WORK AREAS 3.4.1 VISUAL INSPECTION

Upon completion of the removal process, the Owner Representative and the abatement contractor will conduct a post-abatement visual inspection. If any material designated for removal, including loose debris, is observed, the Contractor will be required to re-clean that specific area.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

15

3.4.2 ABATEMENT CLEARANCE CRITERIA

1. Following the completion of final clean-up operations, notify the Project Environmental Consultant that work areas are ready for final inspection and clearance air monitoring.

a) Project Environmental Consultant will then sample the air in the work area for airborne fiber

concentrations.

b) Removal areas with less than 160 square feet of removed material, the samples at the discretion of the District, may be analyzed using Phase Contrast Microscopy (PCM) utilizing the NIOSH 7400 method. Minimum of five samples from inside the work area will be collected. Clearance will be issued when all samples results show that the airborne fiber concentrations inside the abatement work area are equal to or less than 0.01f/cc or the background level, whichever is greater.

c) Removal areas with greater than 160 square feet or 260 linear feet of removed material, the samples

will be analyzed using Transmission Electron Microscopy (TEM). Minimum of five samples from inside the work area will be collected. If the arithmetic mean of their asbestos structure concentrations per square millimeter is less than or equal to 70 structures per square millimeter, the asbestos removal and clean-up activities within the work area will be deemed to have been completed.

d) If these conditions are not met, decontamination shall be deemed incomplete and the cleaning

procedures S shall be repeated. The area shall be re-cleaned and re-tested at no additional cost to Owner until satisfactory levels are obtained.

2. For lead-based removal work, wipe sampling shall be performed within the controlled work areas following

completion of demotion work.

a) Release Criteria: Decontamination of the work area is complete when at least one representative sample per work area is analyzed and reveals lead concentrations below 40 micrograms of lead per square foot of area on interior floors, 250 micrograms of lead per square foot of area on window channels/sills and 800 micrograms of lead per square foot of area on exterior floors.

b) If these conditions are not met, then the decontamination is incomplete and the cleaning

procedures noted in Article 3.1 above shall be repeated. The area shall be re-tested at no additional cost to Owner until satisfactory levels are obtained.

c) For removal/demolition of lead-based painted components where the component was removed

intact, without creating a disturbance to the LBP, clearance will be issued upon passing of a final visual inspection completed as described in section 3.4.1 of this work plan.

3.5 ENVIRONMENTAL MONITORING

Air monitoring will be carried out by the Project Environmental Consultant on behalf of the Owner to verify that the building beyond the contamination area and the outside environment remains uncontaminated. Area Air Monitoring: The Project Environmental Consultant will conduct in-progress air monitoring daily to determine area airborne contaminant concentrations within the confines of the work area. Environmental Air Sampling: Ambient air samples are taken and analyzed to indicate fiber migration from containment to the environment. Should any environmental sample outside work areas exceed the base line of 0.01 f/cc of air or established background concentrations as determined by PCM analysis, all work will immediately halt except for corrective work. The PEC shall determine the source of the high fiber count and notify the contractor with directions for the corrective action.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

16

3.6 OSHA PERSONNEL AIR MONITORING

Air monitoring required by Cal/OSHA is the responsibility of the contractor. The contractor is responsible for providing daily Cal/OSHA compliance monitoring as per 8 CCR 1529 for asbestos and CCR 1532.1 for lead.

A. At minimum, Contractor shall conduct representative breathing zone personal air monitoring

of its employees and repeated daily or until a "negative exposure assessment", as derived in accordance with 29 CFR 1926.1101 (f)(2)(iii) and 8 CCR 1529 for asbestos.

B. Employers must assess the amounts of lead breathed by workers on a regular basis for each trigger task as per 8 CCR 1532.1. This is usually done by employee breathing zone air sampling. Air sampling results are used to determine the protective measures needed as well as the type of respirator that must be worn for protection.

1. Level 1 trigger tasks Any of the following with lead-containing coatings or materials: spray painting, manual demolition, manual scraping or sanding, use of heat gun, power tool cleaning with dust collection system. Minimum required respirator: half-mask respirator with N-100, R-100 or P-100 filters.

2. Level 2 trigger tasks Any of the following with lead-containing coatings or materials: using lead-containing mortar, lead burning, rivet busting, power tool cleaning without dust collection system, clean-up activities using dry expendable abrasives, abrasive blasting enclosure movement or removal. Minimum required respirator: air-supplied hood or helmet, or loose fitting hood or helmet powered air purifying respirator with N-100, R-100 or P-100 filters.

3. Level 3 trigger tasks Abrasive blasting, welding, cutting, or torch burning on structures where lead-containing coatings or materials are present. Minimum required respirator: half-mask supplied air respirator operated in a positive pressure mode.

C. Monitoring shall be conducted by a qualified air professional experienced and knowledgeable

about the methods of air monitoring and in accordance with 29 CFR 1926.1101, 8 CCR 1529 and 8 CCR 1532.1.

D. Monitoring results and appropriate laboratory analysis work shall be posted within forty-eight (48) hours of the monitoring work.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

17

3.7 REMOVAL WORK PROCEDURES

3.7.1 ASBESTOS-CONTAINING MATERIALS REMOVAL-TSI ON PIPE, 4” DIAMETER PIPE AND ELBOW, ASBESTOS PANELS

Engineering Controls: 1. Install a full containment work area isolation including critical barriers, a 3-stage worker

decontamination facility and temporary negative pressure deferential. 2. Removal may also be performed using a glove bag technique if feasible and cost effective. For

glove bag removal, install secondary critical barriers, drop floors, signs and a two-stage worker decontamination facility. Insulated section of TSI should first be spot abated to facilitate the installation of the globe bag or burrito wrap. The bag should be attached to the bare metal previously spot abated. Sections of the pipes will be cut. Large insulation pipe sections may also be burrito wrap using 2 layers of six mil polyethylene sheeting.

Min. Resp. Protection:

1. Powered Air Purifying Respirators (PARP). The respiratory protection may be downgraded to a half-face APR if the contractor can confirm based on objective data (personnel air sampling) that exposure levels to asbestos during removal of the identified material will be sufficient for that respirator.

2. Perform the required CAL-OSHA worker exposure air monitoring. Removal:

1. Remove the material using manual means and wet methods. Allow surfactant to soak into material and remove in manageable sections. Do not let debris to accumulate, perform cleaning of up of loose debris continuously.

Preparation/Transport:

1. Package and label the waste immediately. Store all waste in a lockable storage dumpster. Disposal:

1. Dispose of as friable, hazardous asbestos containing waste. A waste shipment (manifest) will be required.

2. The asbestos panels may be disposed as non-friable, non-hazardous asbestos waste.

3.7.2 ASBESTOS-CONTAINING MATERIALS REMOVAL-MINOR CORING AND DRILLING THRU PLASTER, DRYWALL AND STUCCO WALL AND CEILING SURFACES

Minor coring and drilling work may by performed by AHERA 16 Hour Asbestos trained workers. The workers must be capable of wearing negative pressure respirators with HEPA filters. A work plan must be submitted and approved by the District for any contractor who will be performing any activities which may disturb asbestos-containing materials.

Engineering Controls: 1. Install a containment work area including critical barriers, a 3-stage worker decontamination facility

and temporary negative pressure deferential. 2. Depending on the size of the impact, a mini-enclose may be used to perform small disturbances. Each

mini-enclosure must be equipped with a minimum, one-stage decontamination unit, signs, and localized negative air and must be of adequate size to perform the minor coring and drilling work. The contractor shall submit a work plan for review and approval by the District if a mini-enclosure is planned to be used during this project.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

18

Min. Resp. Protection: 1. Powered Air Purifying Respirators (PARP). The respiratory protection may be downgraded to a half-

face APR if the contractor can confirm based on objective data (personnel air sampling) that exposure levels to asbestos during removal of the identified material will be sufficient for that respirator.

2. Perform the required CAL-OSHA worker exposure air monitoring. Removal:

1. Remove the material using manual means and wet methods. Allow surfactant to soak into material and remove in manageable sections. Do not let debris to accumulate, perform cleaning of up of loose debris continuously.

Preparation/Transport:

1. Package and label the waste immediately. Store all waste in a lockable storage dumpster. Disposal:

1. Dispose of as friable, hazardous asbestos containing waste. 2. Materials reported with asbestos content less than 1% by 1,000-point count analysis may be

disposed as construction debris.

3.7.3 ASBESTOS-CONTAINING MATERIALS REMOVAL-FLOORING AND MASTICS-ADHESIVES

Engineering Controls: 1. Install a containment work area including critical barriers, a 3-stage worker decontamination facility

and temporary negative pressure differential.

Min. Resp. Protection: 1. Powered Air Purifying Respirators (PARP). The respiratory protection may be downgraded to a half-

face APR if the contractor can confirm based on objective data (personal air sampling) that exposure levels to asbestos during removal of the identified material will be sufficient for that respirator.

2. Perform the required CAL-OSHA worker exposure air monitoring. Removal:

1. Remove the material using manual means and wet methods. Allow surfactant to soak into the material and remove in manageable sections. Do not let debris to accumulate, perform cleaning of up of loose debris continuously.

Preparation/Transport:

1. Package and label the waste immediately. Store all waste in a lockable storage dumpster. Note-for small areas or removal, alternative methods may be used with prior approval. Any proposed methodology must be completed in accordance with all applicable regulations. Disposal:

1. Dispose of as non-friable, non-hazardous asbestos containing waste. 2. ACCM waste may be disposed of as asbestos-containing construction waste. 3. SPECIAL NOTE-solvents used for the removal of flooring adhesives or mastics can be

subject to strict disposal requirements. The Contractor shall be responsible for complying with all applicable regulations and reporting requirements if the Contractor utilizes these regulated solvents.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

19

3.7.4 LEAD-BASED PAINT REMOVAL- PAINT STABILIZATION/MINOR CORING AND DRILLING

Engineering Controls:

1. Install demarcation signage; drop floors, and critical barriers as necessary and a 2-stage worker decontamination facility with a wash station.

Min. Personal Protection: 1. Half-face air-purifying respirators equipped with HEPA-P100 filters. Disposable clothing (Tyvek

[or equivalent] suits) and hand, foot, and eye protection is required. 2. Perform the required CAL-OSHA worker exposure air monitoring.

Removal:

1. Remove and stabilized all damaged loose and flaky paint and apply a paint sealer to the stabilized painted areas.

2. Perform the coring and drilling using wet methods. Mechanical equipment should be equipped with a point-of-cut HEPA capture.

Preparation/Transport: 1. Package the waste generated by the paint stabilization and separate the waste into waste

streams. Conduct the required waste characterization for disposal. (Refer to Section 3.3 of this document).

Disposal: 1. Dispose of all lead waste in accordance with Federal, State, and Local regulations. 2. Do no commingled lead and asbestos waste.

3.7.5 LEAD-BASED PAINT REMOVAL- COMPONENT REMOVAL

Engineering Controls:

1. Install demarcation signage; drop floors, and critical barriers as necessary and a 2-stage worker decontamination facility with a wash station.

Min. Personal Protection: 1. Half-face air-purifying respirators equipped with HEPA-P100 filters. Disposable clothing (Tyvek

[or equivalent] suits) and hand, foot, and eye protection is required. 2. Perform the required CAL-OSHA worker exposure air monitoring.

Removal:

1. Remove and stabilized all damaged loose and flaky paint and apply a paint sealer to the stabilized painted areas.

2. No mechanical removal such as saw cutting, torching cutting welding etc. through lead-based paint shall be conducted. Painted components which may require cutting shall first be spot abated. The paint in the area to be cut shall first be removed entirely at a minimum 6 inches to each direction of the cut point. The contractor will be required to submit a work plan, separate from this plan for any planned work involving mechanical means or removal stated above. The plan must be reviewed and approved by the District prior to the contractor beginning any work.

Preparation/Transport: 1. Package the waste generated by the paint stabilization and separate the waste into waste

streams. Conduct the required waste characterization for disposal. (Refer to Section 3.3 of this document).

Disposal: 1. Dispose of all lead waste in accordance with Federal, State, and Local regulations.

Santa Monica High School SMSD-18-7472 October 10, 2018 (REVISED)

20

3.7.6 LEAD-CONTAINING PAINT CONSTRUCTION RELATED WORK

All construction work activities impacting lead-containing paints (LCP) (paints reported below 5,000 ppm) completed for this project, such as but not limited to demolition, removal, renovation etc. remain subject to Cal/OSHA worker exposure requirements (8 CCR 1532.1) including the use of respirators, protective clothing, training, air monitoring, waste disposal, etc. Further, it is the Contractors responsibility to ensure that his workers are adequately protected to potential lead exposure during the initial monitoring period. It is the responsibility of the contractor to fully comply with the requirements of the Cal/OSHA regulation. Cal/OSHA requirements are summarized below:

a. Employers must assess the concentration of lead breathed by workers on a regular basis for each trigger task as per Section 1532.1(d). This is usually done by employee breathing zone air sampling. Air sampling results are used to determine the protective measures needed as well as the type of respirator that must be worn for protection.

i. Level 1 trigger tasks Any of the following with lead-containing coatings or materials: spray painting, manual demolition, manual scraping or sanding, use of heat gun, power tool cleaning with dust collection system. Minimum required respirator: half-mask respirator with N-100, R-100 or P-100 filters.

ii. Level 2 trigger tasks Any of the following with lead-containing coatings or materials: using lead-containing mortar, lead burning, rivet busting, power tool cleaning without dust collection system, clean-up activities using dry expendable abrasives, abrasive blasting enclosure movement or removal. Minimum required respirator: air-supplied hood or helmet, or loose fitting hood or helmet powered air purifying respirator with N-100, R-100 or P-100 filters.

iii. Level 3 trigger tasks Abrasive blasting, welding, cutting, or torch burning on structures where lead-containing coatings or materials are present. Minimum required respirator: half-mask supplied air respirator operated in a positive pressure mode.

All lead waste shall be segregated into separate waste streams. The contractor will be required to collect a sufficient number of samples to adequately characterize the waste stream. Sample analysis will include at a minimum, Total Threshold Limit Concentration (TTLC), Soluble Threshold Limit Concentration (STLC) and Toxicity Characteristic Leaching Procedure (TCLP). Refer to Section 3.3 for additional information.

End of Section

SITE MAP

.\A

\S

AM

OH

I-L

OG

O.jp

g

DS

A S

UB

MIT

TA

L

SA

NT

A M

ON

IC

A H

IG

H S

CH

OO

L

HV

AC

R

EP

LA

CE

ME

NT

&

E

LE

CT

RIC

AL S

ER

VIC

E

C1.4

PROJECT ADDRESS

601 PICO BLVD.

SANTA MONICA CA. 90504

C1.2

C1.1

C1.5

C1.3

C1.2

AutoCAD SHX Text
Intake
AutoCAD SHX Text
air
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
DI
AutoCAD SHX Text
CO
AutoCAD SHX Text
30"
AutoCAD SHX Text
14",15",20"
AutoCAD SHX Text
YL
AutoCAD SHX Text
WV
AutoCAD SHX Text
WM
AutoCAD SHX Text
CTV
AutoCAD SHX Text
12"
AutoCAD SHX Text
4"
AutoCAD SHX Text
5"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
DS
AutoCAD SHX Text
13"
AutoCAD SHX Text
15"
AutoCAD SHX Text
11"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
2"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
AutoCAD SHX Text
APPR
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
MICHIGAN AVENUE
AutoCAD SHX Text
PL
AutoCAD SHX Text
WM
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
PL
AutoCAD SHX Text
7TH STREET
AutoCAD SHX Text
ENGLISH BUILDING
AutoCAD SHX Text
GAS ASSEMBLY
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
WV
AutoCAD SHX Text
EMH
AutoCAD SHX Text
WV
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
TMH
AutoCAD SHX Text
TMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
Mon. Well
AutoCAD SHX Text
Mon. Well
AutoCAD SHX Text
Mon. Well
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
Fd Pk Nail & Washer "LS 5411", no ref, S46°01'14"W 0.05' to Street C/L N: 1827207.248 E: 6414747.431 Elev = 105.94
AutoCAD SHX Text
BARRIER
AutoCAD SHX Text
MULT- PRONG
AutoCAD SHX Text
N46°05'24"E 200.05'
AutoCAD SHX Text
BLOW OFF
AutoCAD SHX Text
S43°58'46"E 390.76'
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
APPR
AutoCAD SHX Text
BLK WALL
AutoCAD SHX Text
BLK WALL
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
CD
AutoCAD SHX Text
CD
AutoCAD SHX Text
CD
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EPB
AutoCAD SHX Text
EPB
AutoCAD SHX Text
EPB
AutoCAD SHX Text
EPB
AutoCAD SHX Text
EPB
AutoCAD SHX Text
EPB
AutoCAD SHX Text
EVLT
AutoCAD SHX Text
EVLT
AutoCAD SHX Text
EVLT
AutoCAD SHX Text
EVLT
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
TRASH
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
72.97 Lid
AutoCAD SHX Text
U LID
AutoCAD SHX Text
71.30 Lid
AutoCAD SHX Text
U LID
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
12"
AutoCAD SHX Text
13"
AutoCAD SHX Text
UP
AutoCAD SHX Text
SCREEN WALL
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CONC BASE W/4" PIPE
AutoCAD SHX Text
CONC BASE W/4" PIPE
AutoCAD SHX Text
FOOTBALL GOAL POST
AutoCAD SHX Text
FOOTBALL GOAL POST
AutoCAD SHX Text
CONTANIER
AutoCAD SHX Text
CONTANIER
AutoCAD SHX Text
TIRE STOP
AutoCAD SHX Text
TIRE STOP
AutoCAD SHX Text
TIRE STOP
AutoCAD SHX Text
FDC
AutoCAD SHX Text
FDC
AutoCAD SHX Text
WATER PIPE
AutoCAD SHX Text
POOL
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
GATE
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
ICV
AutoCAD SHX Text
FH
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
SDMH
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CD
AutoCAD SHX Text
CD
AutoCAD SHX Text
CD
AutoCAD SHX Text
CD
AutoCAD SHX Text
CD
AutoCAD SHX Text
TMH
AutoCAD SHX Text
TMH
AutoCAD SHX Text
TPB
AutoCAD SHX Text
SDMH
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
APPR
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
E CAB
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
GV
AutoCAD SHX Text
TRASH
AutoCAD SHX Text
TRASH
AutoCAD SHX Text
U LID
AutoCAD SHX Text
64.67 Lid
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
SLPB
AutoCAD SHX Text
TL CAB
AutoCAD SHX Text
TRAFF
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
TLPB
AutoCAD SHX Text
6"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
1"
AutoCAD SHX Text
VENT
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
BRICK RET WALL
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
TRASH
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
FDC
AutoCAD SHX Text
CHLK FENCE
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
FIRE WATER VALVE VAULT
AutoCAD SHX Text
2-15"
AutoCAD SHX Text
2-15"
AutoCAD SHX Text
2-16"
AutoCAD SHX Text
2-15"
AutoCAD SHX Text
2-13"
AutoCAD SHX Text
2-15"
AutoCAD SHX Text
2-16"
AutoCAD SHX Text
2-16"
AutoCAD SHX Text
2-15"
AutoCAD SHX Text
2-16"
AutoCAD SHX Text
Fire water valve vault
AutoCAD SHX Text
Tire stop (typ)
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
WVLT
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CAB
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
ELEC PANEL
AutoCAD SHX Text
ELEC PANEL
AutoCAD SHX Text
ELEC PANEL
AutoCAD SHX Text
COMM VAULT
AutoCAD SHX Text
PP#1261013E
AutoCAD SHX Text
GUY
AutoCAD SHX Text
4TH STREET
AutoCAD SHX Text
4TH STREET
AutoCAD SHX Text
PICO BLVD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
AD
AutoCAD SHX Text
NORTH GYM BUILDING
AutoCAD SHX Text
SOUTH GYM BUILDING
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTANIER
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
3
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
3
AutoCAD SHX Text
MICHIGAN AVENUE
AutoCAD SHX Text
7TH STREET
AutoCAD SHX Text
PICO BOULEVARD
AutoCAD SHX Text
PICO BOULEVARD
AutoCAD SHX Text
4TH STREET
AutoCAD SHX Text
EX. CURB RAMP
AutoCAD SHX Text
EX. CURB RAMP
AutoCAD SHX Text
EX. CURB RAMP
AutoCAD SHX Text
EX. CURB RAMP
AutoCAD SHX Text
EX. CURB RAMP
AutoCAD SHX Text
EX. CURB RAMP
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
CHAN YOUNG ARCHITECTS
AutoCAD SHX Text
2601 E CHAPMAN AVE., SUITE 213
AutoCAD SHX Text
FULLERTON, CA 92831
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SANTA MONICA MALIBU UNIFIED SCHOOL DISTRICT
AutoCAD SHX Text
10/31/17
AutoCAD SHX Text
IDENTIFICATION STAMP
AutoCAD SHX Text
DIV. OF THE STATE ARCHITECT
AutoCAD SHX Text
OFFICE OF REGULATION SERVICES
AutoCAD SHX Text
AC_____FLS_____SS_____
AutoCAD SHX Text
DATE _________________
AutoCAD SHX Text
CAD ID:
AutoCAD SHX Text
CONSULTANT PROJECT NO.:
AutoCAD SHX Text
FILE NO.:
AutoCAD SHX Text
ID CODE:
AutoCAD SHX Text
SHEET NO.:
AutoCAD SHX Text
BLDG ID:
AutoCAD SHX Text
SUB-CONSULTANT PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
601 PICO BOULEVARD, SANTA MONICA, CA 90405
AutoCAD SHX Text
1700103
AutoCAD SHX Text
03-118434
AutoCAD SHX Text
TEL:
AutoCAD SHX Text
FAX :
AutoCAD SHX Text
(310) 464-8404
AutoCAD SHX Text
TORRANCE, CA 90504
AutoCAD SHX Text
1983 WEST 190TH STREET, SUITE 200
AutoCAD SHX Text
(310) 464-8408
AutoCAD SHX Text
WWW.BREENENG.COM
AutoCAD SHX Text
C 82691
AutoCAD SHX Text
Exp. 9/30/18
AutoCAD SHX Text
GRAPHIC SCALE:1"=60'
AutoCAD SHX Text
0'
AutoCAD SHX Text
30'
AutoCAD SHX Text
60'
AutoCAD SHX Text
120'
AutoCAD SHX Text
EXISTING BUSINESS BUILDING
AutoCAD SHX Text
EXISTING ENGLISH
AutoCAD SHX Text
EXISTING HISTORY
AutoCAD SHX Text
EXISTING ART
AutoCAD SHX Text
EXISTING LANGUAGE/LIBRARY
AutoCAD SHX Text
EXISTING CAFETERIA
AutoCAD SHX Text
EXISTING ADMINISTRATION
AutoCAD SHX Text
EXISTING BARNUM HALL
AutoCAD SHX Text
EXISTING MUSIC
AutoCAD SHX Text
EXISTING NORTH GYM
AutoCAD SHX Text
EXISTING NATATORIUM
AutoCAD SHX Text
EXISTING SOUTH GYM
AutoCAD SHX Text
CAMPUS SITE
AutoCAD SHX Text
PLOT PLAN
AutoCAD SHX Text
FINISH GRADING
AutoCAD SHX Text
PLAN -
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text
C1.0
AutoCAD SHX Text
INDEX:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
C1.0
AutoCAD SHX Text
CAMPUS SITE PLOT PLAN FINISH GRADING PLAN - KEYPLAN
AutoCAD SHX Text
C1.1
AutoCAD SHX Text
ENGLISH BLDG. EQUIPMENT PAD GRADING PLAN
AutoCAD SHX Text
C1.2
AutoCAD SHX Text
ART AND HISTORY BLDG. EQUIPMENT PAD GRADING PLAN
AutoCAD SHX Text
C1.3
AutoCAD SHX Text
LANGUAGE BLDG. EQUIPMENT PAD GRADING PLAN
AutoCAD SHX Text
C1.4
AutoCAD SHX Text
ADMIN. BLDG. EQUIPMENT PAD GRADING PLAN
AutoCAD SHX Text
C1.5
AutoCAD SHX Text
BUSINESS BLDG. EQUIPMENT PAD GRADING PLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
ISOLATION JOINT
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
SEE SPECIFICATION FOR TYPE OF JOINT SEALANT AND JOINT FILLER.
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
NOTES: 1. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 2. PATCH AND REPAIR EXISTING BELOW GRADE WATERPROOFING FOR ALL NEW PATCH AND REPAIR EXISTING BELOW GRADE WATERPROOFING FOR ALL NEW CONCRETE PADS.
AutoCAD SHX Text
1. CONSTRUCT OFF SITE WORK TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF SANTA MONICA. CONSTRUCT OFF SITE WORK TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF SANTA MONICA. SECURE AND PAY FOR REQUIRED CONSTRUCTION PERMITS. 2. CONSTRUCT STRAIGHT GRADES BETWEEN ELEVATIONS SHOWN ON PLAN UNLESS INTERRUPTED BY A GRADE CONSTRUCT STRAIGHT GRADES BETWEEN ELEVATIONS SHOWN ON PLAN UNLESS INTERRUPTED BY A GRADE CHANGE LINE. ANY DEVIATION FROM THE GRADING PLAN MUST HAVE PRIOR APPROVAL FROM THE ENGINEER. 3. GRADE LAWN, TURF, PLANTING AND AGRICULTURAL AREA 1 ½" BELOW DESIGN GRADES INDICATED. GRADE LAWN, TURF, PLANTING AND AGRICULTURAL AREA 1 ½" BELOW DESIGN GRADES INDICATED. 4. ADJUST TO DESIGN GRADE TOP OF EXISTING VALVE BOXES WITHIN AREAS TO BE REGRADED. ADJUST TO DESIGN GRADE TOP OF EXISTING VALVE BOXES WITHIN AREAS TO BE REGRADED. 5. MAINTAIN A RECORD OF LOCATION OF UTILITY MARKERS ON THE AS-BUILT PLAN AND REINSTALL THEM MAINTAIN A RECORD OF LOCATION OF UTILITY MARKERS ON THE AS-BUILT PLAN AND REINSTALL THEM AFTER PAVING. REPLACE BENT OR UNUSABLE MARKERS. FOR ALL UTILITY LINES DISCOVERED WITHIN THE WORK AREA, INSTALL BRASS UTILITY MARKERS INDICATING DIRECTIONS OF LINES AT ALL CHANGES IN DIRECTIONS AFTER PAVING. INFORM THE SURVEYOR TO LOCATE AND RECORD ACTUAL LOCATIONS. 6. UNCLOG, CLEAN AND FLUSH THE WORK AREA DRAINAGE SYSTEM AFTER POURING AND IMMEDIATELY UNCLOG, CLEAN AND FLUSH THE WORK AREA DRAINAGE SYSTEM AFTER POURING AND IMMEDIATELY BEFORE A RAIN FORECAST. 7. ALL EXCAVATIONS, BACKFILLING AND COMPACTION SHALL BE CONTINUOUSLY INSPECTED BY THE ALL EXCAVATIONS, BACKFILLING AND COMPACTION SHALL BE CONTINUOUSLY INSPECTED BY THE GEOTECHNICAL ENGINEER. 8. LIMITS OF SITE - REVIEW ENTIRE SET FOR SCOPES OF WORK BEYOND LIMITS OF SITE, INCLUDING LIMITS OF SITE - REVIEW ENTIRE SET FOR SCOPES OF WORK BEYOND LIMITS OF SITE, INCLUDING REVIEW ENTIRE SET FOR SCOPES OF WORK BEYOND LIMITS OF SITE, INCLUDING CONSTRUCTION AND PHASING/STAGING. COORDINATE WITH OWNER REPRESENTATIVE FOR SCOPES OF WORK THAT OCCURS OUTSIDE LIMITS OF SITE.
AutoCAD SHX Text
%%UGENERAL NOTES:
AutoCAD SHX Text
CIVIL ENGINEER/ARCHITECTS SIGNITURE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
EROSION CONTROL GENERAL NOTES: GENERAL NOTES: : 1. IN CASE OF EMERGENCY CALL __________ IN CASE OF EMERGENCY CALL __________ 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOVEMBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED IF THE EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED IF THE GRADING HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. FOR FURTHER BMP IMPLEMENTATION DURATION, REFER TO PROVIDED SWPPP REPORT, SECTION 300.4. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE CONTRACTOR. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING YEAR, UNLESS THE GRADING HAS PROGRESSED TO WHERE THEY ARE NO LONGER REQUIRED. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NONSTORM EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NONSTORM WATER FROM THE PROJECT SITES AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND MAY ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 12. STOCKPILES OF EARTH AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND STOCKPILES OF EARTH AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND MAY NOT BE TRANSPORTED FROM THE SITE BY THE FORCES OF WIND AND WATER. 13. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 14. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ONSITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 15. THE CONTRACTORS ARE RESPONSIBLE TO INSPECT THAT ALL EROSION CONTROL THE CONTRACTORS ARE RESPONSIBLE TO INSPECT THAT ALL EROSION CONTROL DEVICE BMP's ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF 0.25 INCHES OR GREATER OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF INSPECTION CHECK LIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OR RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED TO INHIBIT EROSION BY WIND AND WATER. 19. THE FOLLOWING BMP's FROM THE "CALIFORNIA STORM WATER BMP CONSTRUCTION THE FOLLOWING BMP's FROM THE "CALIFORNIA STORM WATER BMP CONSTRUCTION HANDBOOK" - 2009, MUST BE IMPLEMENTED FOR ALL CONSTRUCTION ACTIVITIES - 2009, MUST BE IMPLEMENTED FOR ALL CONSTRUCTION ACTIVITIES AS APPLICABLE. BMP's FROM THE "CALIFORNIA STORM WATER BMP HANDBOOK" FROM THE "CALIFORNIA STORM WATER BMP HANDBOOK" - JANUARY 2003 MAY BE USED IF DETAIL IS INDICATED. 20. AS THE ARCHITECT/ENGINEER OF RECORD, I HAVE SELECTED APPROPRIATE BMPs TO AS THE ARCHITECT/ENGINEER OF RECORD, I HAVE SELECTED APPROPRIATE BMPs TO EFFECTIVELY MINIMIZE THE NEGATIVE IMPACTS OF THE PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT THE SELECTED BMPs MUST BE INSTALLED, MONITORED, AND THE MAINTAINED TO ENSURE THEIR EFFECTIVENESS. THE BMPs NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED NOT APPLICABLE TO THE PROPOSED CONSTRUCTION ACTIVITY.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
PROVIDING FINISH GRADES ON PROPOSED CONCRETE PADS AND DEMOLITION OF AN EXISTING MECHANICAL ENCLOSURE EAST OF LANGUAGE/LIBRARY BUILDING, INCLUDING REPAIR AND REPLACEMENT OF THE SOURCES OF WATER DAMAGE ON BUSINESS BUILDING.
AutoCAD SHX Text
%%USCOPE OF WORK:
AutoCAD SHX Text
BUSINESS BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 E-1 V-1 13,942 E-1 V-1 13,942 V-1 13,942 2 E-1 V-1 7,253 E-1 V-1 7,253 V-1 7,253 BASEMENT E-1 V-1 1,447E-1 V-1 1,447 V-1 1,447
AutoCAD SHX Text
ENGLISH BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 A2.1&E1 V-1 14,224 A2.1&E1 V-1 14,224 2 A2.1&E1 V-1 14,079 A2.1&E1 V-1 14,079 MEZZANINE A2.1&E1 V-1 2,063 A2.1&E1 V-1 2,063 BASEMENT A2.1&E1 V-1 3,384A2.1&E1 V-1 3,384
AutoCAD SHX Text
ART BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 E-1 V-1 6,710 E-1 V-1 6,710 V-1 6,710 2 E-1 V-1 4,772E-1 V-1 4,772 V-1 4,772
AutoCAD SHX Text
LANGUAGE BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 E-1 V-1 22,178 E-1 V-1 22,178 V-1 22,178 2 E-1 V-1 22,720 E-1 V-1 22,720 V-1 22,720 BASEMENT E-1 V-1 619E-1 V-1 619 V-1 619
AutoCAD SHX Text
HISTORY BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 E-1 V-1 20,777 E-1 V-1 20,777 V-1 20,777 2 E-1 V-1 17,663 E-1 V-1 17,663 V-1 17,663 BASEMENT E-1 V-1 5,468E-1 V-1 5,468 V-1 5,468
AutoCAD SHX Text
BARNIUM HALL SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 E-1 II-FR 16,035 E-1 II-FR 16,035 II-FR 16,035 2 E-1 II-FR 3,430 E-1 II-FR 3,430 II-FR 3,430 BASEMENT E-1 II-FR 6,515E-1 II-FR 6,515 II-FR 6,515
AutoCAD SHX Text
ADMINISTRATION BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 B V-1 12,462 B V-1 12,462 V-1 12,462 BASEMENT B V-1 3,195B V-1 3,195 V-1 3,195
AutoCAD SHX Text
MUSIC BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 E-1 V-1 13,963 E-1 V-1 13,963 V-1 13,963 2 E-1 V-1 3,172E-1 V-1 3,172 V-1 3,172
AutoCAD SHX Text
NORTH GYM BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 A2.1 V-1 24,001 A2.1 V-1 24,001 V-1 24,001 2 A2.1 V-1 14,887 A2.1 V-1 14,887 V-1 14,887 BASEMENT A2.1 V-1 4,516A2.1 V-1 4,516 V-1 4,516
AutoCAD SHX Text
SOUTH GYM BUILDING SUMMARY LEVEL OCC GP CONST TYPE SQ FT 1 A2.1 V-1 17,180 A2.1 V-1 17,180 V-1 17,180 2 A2.1 V-1 7,724 A2.1 V-1 7,724 V-1 7,724 BASEMENT A2.1 V-1 9,162A2.1 V-1 9,162 V-1 9,162
AutoCAD SHX Text
N
AutoCAD SHX Text
BUILDING INFORMATION IS BASED ON RECORD DRAWINGS PROVIDED BY SMMUSD.
AutoCAD SHX Text
2
AutoCAD SHX Text
CONCRETE MOWSTRIP
AutoCAD SHX Text
PLANTING AREA
AutoCAD SHX Text
34"R
AutoCAD SHX Text
BATTER 3 TO 12
AutoCAD SHX Text
PAVEMENT SECTION THICKNESS PLUS 1" 6" MINIMUM
AutoCAD SHX Text
#4 BAR CONTINUOUS
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
NOTES: 1. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 2. PATCH AND REPAIR EXISTING BELOW GRADE WATERPROOFING FOR ALL NEW PATCH AND REPAIR EXISTING BELOW GRADE WATERPROOFING FOR ALL NEW CONCRETE MOWSTRIP.
AutoCAD SHX Text
ABBREVIATIONS:
AutoCAD SHX Text
AC ASPHALT CONCRETE ASPHALT CONCRETE ADDL ADDITIONAL ADDITIONAL AFSR AUTOMATIC FIRE SPRINKLER AUTOMATIC FIRE SPRINKLER RISER AGG AGGREGATE AGGREGATE APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL PLANS ARCHITECTURAL PLANS BC BEGIN CURVE BEGIN CURVE BCR BEGIN CURB END BEGIN CURB END BLDG BUILDING BUILDING BM BENCH MARK BENCH MARK BOE BOTTOM OF EXCAVATION BOTTOM OF EXCAVATION BS BOTTOM OF STEP BOTTOM OF STEP BW BACK OF WALK BACK OF WALK C CUT CUT CA CABLE CABLE CAB CRUSHED AGGREGATE BASE CRUSHED AGGREGATE BASE CATV CABLE TELEVISION CABLE TELEVISION CB CATCHBASIN CATCHBASIN CF CURBFACE CURBFACE C&G CURB AND GUTTER CURB AND GUTTER CI CAST IRON CAST IRON CL CENTERLINE, CHAIN LINK CENTERLINE, CHAIN LINK CLR CLEAR CLEAR CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO CLEAN OUT, COUNTRY CLEAN OUT, COUNTRY CONC CONCRETE CONCRETE CONN CONNECTION, CONNECT CONNECTION, CONNECT CONST CONSTRUCTION CONSTRUCTION CONT CONTINUATION CONTINUATION COR CORNER CORNER CSP CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE CY CUBIC YARDS CUBIC YARDS D DEPTH DEPTH DET DETAIL DETAIL DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DS DOWNSPOUT DOWNSPOUT DW DOMESTIC WATER DOMESTIC WATER DWG(S) DRAWING(S) DRAWING(S) DWY DRIVEWAY DRIVEWAY E EAST EAST EX. EXISTING EXISTING EA EACH EACH ESMT EASEMENT EASEMENT EX END CURVE END CURVE ECR END CURB RETURN END CURB RETURN EG EDGE OF GUTTER EDGE OF GUTTER EL, ELEV ELEVATION ELEVATION ELEC ELECTRICAL, ELECTRICAL ELECTRICAL, ELECTRICAL PLANS ELY ESTERLY ESTERLY EP EDGE OF PAVEMENT EDGE OF PAVEMENT EQ EQUAL EQUAL EW EACH WAY EACH WAY F FILL FILL FF FINISH FLOOR FINISH FLOOR FG FINISH GRADE FINISH GRADE FH FIRE HYDRANT FIRE HYDRANT FL FLOWLINE FLOWLINE FS FINISH SURFACE FINISH SURFACE FT FOOTING FOOTING FUT FUTURE FUTURE FW FIREWATER FIREWATER G GAS GAS GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GB GRADE BREAK GRADE BREAK H HIGH, HEIGHT HIGH, HEIGHT HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HPFL HIGH POINT FLOWLINE HIGH POINT FLOWLINE IE INVERT ELEVATION INVERT ELEVATION INT INTERSECTION INTERSECTION INV INVERT INVERT IRR IRRIGATION IRRIGATION L LENGTH LENGTH LADWP LOS ANGELES DEPT. OF WATER LOS ANGELES DEPT. OF WATER AND POWER LF LINEAR FOOT LINEAR FOOT MAX MAXIMUM MAXIMUM MB MAP BOOK MAP BOOK MC MIDDLE OF CURVE MIDDLE OF CURVE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MOD MODIFIED MODIFIED N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NLY NORTHERLY NORTHERLY NO NUMBER, NORTH NUMBER, NORTH NTS NOT TO SCALE NOT TO SCALE DIAMTER OC ON CENTER ON CENTER OPNG OPENING OPENING PA PLANTING AREA PLANTING AREA PD PLANTER DRAIN PLANTER DRAIN PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE POINT OF COMPOUND CURVE PKG PARKING PARKING PM PARCEL MAP PARCEL MAP POC POINT OF CURVE POINT OF CURVE POINT OF CONNECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PROD PRODUCT LINE PRODUCT LINE PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT POINT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE CHLORIDE PVMT PAVEMENT PAVEMENT POT PATH OF TRAVEL PATH OF TRAVEL R RIDGE LINE, RADIUS, RATE RIDGE LINE, RADIUS, RATE RAD RADIAL RADIAL REINF REINFORCED REINFORCED RET RETAINING RETAINING REQD REQUIRED REQUIRED REV REVISED, REVISION REVISED, REVISION ROW RIGHT OF WAY RIGHT OF WAY S SLOPE, SEWER, SOUTH SLOPE, SEWER, SOUTH SD STORM DRAIN STORM DRAIN SDWK SIDEWALK SIDEWALK SHT SHEET SHEET SIM SIMILAR SIMILAR SLY SOUTHERLY SOUTHERLY SO SOUTH SOUTH SPEC SPECIFICATION SPECIFICATION SS SANITARY SEWER SANITARY SEWER STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL SYMM SYMMETRICAL SYMMETRICAL T TANGENT TANGENT TAD TOP OF AREA DRAIN TOP OF AREA DRAIN TC TOP OF CURB TOP OF CURB TCB TOP OF CATCH BASIN TOP OF CATCH BASIN TELE TELEPHONE, TELEPHONE, TELECOMMUNICATIONS TEMP TEMPORARY TEMPORARY TF TOP OF FENCE TOP OF FENCE TFTG TOP OF FOOTING TOP OF FOOTING TG TOP OF GRATE TOP OF GRATE TH TOP OF HEADER TOP OF HEADER THK THICK THICK TMH TOP OF MANHOLE TOP OF MANHOLE TMS TOP OF MOW STRIP TOP OF MOW STRIP TPD TOP OF PLANTER DRAIN TOP OF PLANTER DRAIN TR TRACT TRACT TRCP TOP OF RAISED CONCRETE TOP OF RAISED CONCRETE PAD TS TOP OF STEP TOP OF STEP TTD TOP OF TRENCH DRAIN TOP OF TRENCH DRAIN TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL VAR VARIABLE VARIABLE VCP VITRIFIED CLAP PIPE VITRIFIED CLAP PIPE VERT VERITCAL VERITCAL W WATER, WIDTH, WEST WATER, WIDTH, WEST W/ WITH WITH WLY WESTERALY WESTERALY WM WATER METER WATER METER XING CROSSING CROSSING
AutoCAD SHX Text
PICO BOULEVARD
AutoCAD SHX Text
4TH STREET

Recommended