Beaumont City Council
May 7, 2024

SITE CLEARING
Section 31 10 00

SECTION 31 10 00

SITE CLEARING

1. Notify Architect and owner not less than 7 days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Architect's written permission.

3.5 CLEARING AND GRUBBING
A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction.

1. Grind down stumps and remove roots larger than 3 inches in diameter, obstructions, and debris to a depth of 18 inches below exposed subgrade.

2. Use only hand methods or air spade for grubbing within protection zones.

B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated.

1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches and compact each layer to a density equal to adjacent original ground.

3.6 SITE IMPROVEMENTS
A. Remove existing above- and below -grade improvements as indicated and necessary to facilitate new construction.

3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property.

END OF SECTION

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SECTION 32 12 16

ASPHALT PAVING
SECTION 32 12 16 - ASPHALT PAVING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Hot -mix asphalt paving.

2. Hot -mix asphalt overlay.

3. Cold milling of existing asphalt pavement.

4. Hot -mix asphalt patching.

5. Asphalt curbs.

B. Related Requirements:

1. Section 32 13 13 "Concrete Paving" for concrete pavement and for separate concrete curbs, gutters, and driveway aprons.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Per Notes on drawings.

1.3 ACTION SUBMITTALS
A. Product Data:

1. Herbicide.

B. Hot -mix asphalt designs.

1.4 INFORMATIONAL SUBMITTALS
A. Material Certificates: Include statement that mixes containing recycled materials will perform equal to mixes produced from all new materials.

1. Aggregates.

2. Asphalt binder.

3. Tack coat.

1.5 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of section 302-5.5 of the standard specifications for public works construction for asphalt paving work.

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ASPHALT PAVING

1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section.

PART 2 - PRODUCTS

2.1 AGGREGATES
A. Coarse Aggregate: ASTM D692/D692M, sound; angular crushed stone, crushed gravel, or cured, crushed blast -furnace slag.

B. Fine Aggregate: ASTM D1073 or AASHTO M 29, sharp -edged natural sand or sand prepared from stone, gravel, cured blast -furnace slag, or combinations thereof.

2.2 ASPHALT MATERIALS
A. Asphalt Binder: PG64-10 binder designation.

B. Retain "Asphalt Cement" Paragraph below with option for viscosity- or penetration -graded asphalt cement if these materials are available and required. Viscosity testing measures properties more accurately than penetration testing. Insert viscosity or penetration grades below if required.

C. Asphalt Cement: ASTM d1557-12 Modified
D. Tack Coat: Per drawings.

2.3 AUXILIARY MATERIALS
A. Herbicide: Commercial chemical for weed control, registered by the EPA, and not classified as "restricted use" for locations and conditions of application. Provide in granular, liquid, or wettable powder form.

PART 3 - EXECUTION

3.1 COLD MILLING
A. Clean existing pavement surface of loose and deleterious material immediately before cold milling. Remove existing asphalt pavement by cold milling to grades and cross sections indicated.

3.2 PATCHING
A. Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into perimeter of adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Remove excavated material. Recompact existing unbound -aggregate base course to form new subgrade.

B. Portland Cement Concrete Pavement: Break cracked slabs and roll as required to reseat concrete pieces firmly.

1. Remove disintegrated or badly cracked pavement. Excavate rectangular or trapezoidal patches, extending into perimeter of adjacent sound pavement, unless

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otherwise indicated. Cut excavation faces vertically. Recompact existing unbound - aggregate base course to form new subgrade.

C. Tack Coat: Before placing patch material, apply tack coat uniformly to vertical asphalt surfaces abutting the patch. Apply at a rate of 0.10 gal./sq. yd.

1. Allow tack coat to cure undisturbed before applying hot -mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.

Remove spillages and clean affected surfaces.

D. Placing Patch Material: Fill excavated pavement areas with hot -mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface.

3.3 SURFACE PREPARATION
A. Ensure that prepared subgrade is ready to receive paving. Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces.

B. Herbicide Treatment: Apply herbicide in accordance with manufacturer's recommended rates and written application instructions. Apply to dry, prepared subgrade or surface of compacted -aggregate base before applying paving materials.

1. Mix herbicide with prime coat if formulated by manufacturer for that purpose.

C. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.10 gal./sq. yd.

1. Allow tack coat to cure undisturbed before applying hot -mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.

Remove spillages and clean affected surfaces.

3.4 HOT -MIX ASPHALT PLACEMENT
A. Machine place hot -mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand in areas inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and thickness when compacted.

1. Place hot -mix asphalt base course and binder course in number of lifts and thicknesses indicated.

2. Place hot -mix asphalt surface course in single lift.

3. Spread mix at a minimum temperature of 250 deg F.

4. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt -paving mat.

B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required.

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C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools to remove excess material forming high spots. Fill depressions with hot -mix asphalt to prevent segregation of mix; use suitable hand tools to smooth surface.

3.5 JOINTS

1. No joints should be needed.

3.6 COMPACTION
A. General: Begin compaction as soon as placed hot -mix paving will bear roller weight without excessive displacement. Compact hot -mix paving with hot hand tampers or with vibratory - plate compactors in areas inaccessible to rollers.

1. Complete compaction before mix temperature cools to 185 deg F.

B. Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade, and smoothness. Correct laydown and rolling operations to comply with requirements.

C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot -mix asphalt is still hot enough to achieve specified density. Continue rolling until hot - mix asphalt course has been uniformly compacted to the following density:

1. Average Density, Rice Test Method: 92 percent of reference maximum theoretical density in accordance with ASTM D2041/D2041M, but not less than 90 percent or greater than 96 percent.

D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot -mix asphalt is still warm.

E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to proper alignment. Bevel edges while asphalt is still hot; compact thoroughly.

F. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened.

G. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked.

3.7 INSTALLATION TOLERANCES
A. Pavement Thickness: Compact each course to produce thickness indicated within the following tolerances:

1. Base Course and Binder Course: Plus or minus 1/2 inch.

2. Surface Course: Plus 1/4 inch, no minus.

B. Pavement Surface Smoothness: Compact each course to produce surface smoothness within the following tolerances as determined by using a 10 -foot straightedge applied transversely or longitudinally to paved areas:

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1. Base Course and Binder Course: 1/4 inch.

2. Surface Course: 1/8 inch.

3. Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance from template is 1/4 inch.

3.8 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.

B. Replace and compact hot -mix asphalt where core tests were taken.

C. Remove and replace or install additional hot -mix asphalt where test results or measurements indicate that it does not comply with specified requirements.

3.9 WASTE HANDLING
A. General: Handle asphalt -paving waste in accordance with approved waste management plan required in Section 017419 "Construction Waste Management and Disposal."

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SECTION 32 13 13

CONCRETE PAVING
SECTION 32 13 13 - CONCRETE PAVING
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Concrete sidewalks, integral curbs, and gutters.

1.2 REFERENCE STANDARDS
A. ACI 211.1 - Standard Practice for Selecting Proportions for Normal Weight Concrete; American Concrete Institute International; 1991 (Reapproved 2002).

B. ACI 301 - Specifications for Structural Concrete; American Concrete Institute International; 2010 (Errata 2012).

C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000.

D. ACI 305R - Hot Weather Concreting; American Concrete Institute International; 2010.

E. ACI 306R - Cold Weather Concreting; American Concrete Institute International; 2010.

F. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement; 2014 is current; use 2004a as indicated in 2022 CBC Referenced Standards.

G. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2011a is current; use 2003 as indicated in 2022 CBC Referenced Standards.

H. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2014.

ASTM C94/C94M - Standard Specification for Ready -Mixed Concrete; use 2004a as indicated in 2022 CBC Referenced Standards.

J. ASTM C150/C150M - Standard Specification for Portland Cement; use 2007 as indicated in 2022 CBC Referenced Standards.

K. ASTM C309 - Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete; 2011.

L. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2013.

M. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types); 2004 (Reapproved 2013).

N. Standard Specifications for Public Works Construction, County of Los Angeles, latest edition.

1. Standard Specifications shall be as amended and adopted by authorities having jurisdiction, including the County of Los Angeles.

2. Where reference is made to Standard Details, such reference shall be to the Standard Details accompanying the Standard Specifications, as amended and adopted by the authorities having jurisdiction.

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3. Wherever term "Agency" occurs in Standard Specifications, it shall be understood to mean Owner for purposes of the Contract.

4. Wherever term "Engineer" occurs in Standard Specifications, it shall be understood to mean Architect for purposes of the Contract.

1.3 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Mix Design: Design mixes for each concrete mix.

C. Product Data: Provide data on joint filler, admixtures, and curing compound.

1. Material Certificates signed by manufacturers for each of the following:
a. Cementitious materials and aggregates.
b. Steel reinforcement and reinforcement accessories.
c. Admixtures.
d. Curing compounds.
e. Joint fillers.

D. Shop drawings: For pattern layout and verification.

1.4 QUALITY ASSURANCE
A. Industry Standard: Perform concrete paving Work in accordance with ACI 301.

B. Regulatory Requirements: Where reference is made to Standard Specifications, the following shall apply:

1.. Perform on -site work as indicated and referenced on the Contract Drawings and as specified herein.

2. Conform to Standard Specifications for Public Works Construction.

3. Conform to California Code of Regulations (CCR), Volume 2, Part 2, Chapters 18A and 19A.

4. Conform to California Building Code (CBC), Chapter 11B and ADAAG for accessibility requirements.
a. Concrete paving and concrete finishes along accessible routes of travel shall be at least as slip -resistant as that described as a medium Broom finish for slopes of less than 6%, and slip resistant at slopes of 6% or greater; CBC 11B-403.2.

5. Comply with OSHA and Cal -OSHA requirements.

6. Continuous surfaces, including walks and sidewalks, shall have a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding 1/4 inch (3 mm) vertical (CBC 11B-303.2), or beveled at 1:2 slope to a maximum height of 1/2 inch (12 mm) (CBC 11B-303.3) and shall have a minimum width of 48 inches (1219 mm); CBC 11B-403.5.1.

7. Surface cross slopes shall not exceed 2 percent on any accessible path of travel.

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8. Surface slopes shall not exceed 2 percent in any direction for areas of flatwork that have no discernable path of travel. These areas are also known as plaza areas.

C. Source Quality Control: Obtain like materials from one source throughout.

D. Lines and Levels: Established by State of California licensed Surveyor or registered Civil Engineer. Costs of surveying services shall be included in the Contract Sum.

1.5 MOCK-UP
A. Not required
PART 2 - PRODUCTS

2.1 PAVING ASSEMBLIES
A. Comply with applicable requirements of ACI 301.

B. Concrete Sidewalks: 2,500 psi (17.2 MPa) 28 -day concrete, minimum 4 inches (100 mm), natural grey color Portland cement.

2.2 FORM MATERIALS
A. Wood form material, profiled to suit conditions.

B. Joint Filler: Preformed; non -extruding bituminous type (ASTM D 1751).

1. Thickness: 1/2 inch (12 mm).

2.3 REINFORCEMENT
A. General: As indicated on drawing
B. Reinforcing Steel: ASTM A615/A615M Grade 60 (420); deformed billet steel bars; unfinished finish.

1. Unless detailed otherwise on drawings, provide number 4 reinforcing bars at 18 inches on center, each way.

C. Tie Wires: 18 gage minimum, black annealed steel.

D. Construction Joint Reinforcing:

1. Dowels: ASTM A615/A615M, Grade 60 - 60,000 psi (420 MPa) yield strength; deformed billet steel bars; unfinished finish.

2.4 PERFORMANCE REQUIREMENTS
A. Albedo reflectance of finish concrete shall be minimum 0.30.

2.5 CONCRETE MATERIALS
A. Obtain cementitious materials from same source throughout.

B. Cement: ASTM C150/C150M Sulfate Resistant - Type V portland type, grey color.

C. Fine and Coarse Mix Aggregates: ASTM C33/C33M.

D. Water: Clean, and not detrimental to concrete.

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2.6 ACCESSORIES
A. Liquid Curing Compound: ASTM C 309, Type 1, Class A. Comply with all applicable air pollution requirements.

B. Liquid Surface Sealer:

1. High solids, acrylic curing and sealing compound: Minimum 30% non -yellowing, acrylic solids curing compound; shall conform to ASTM C 309 and ASTM C 1315, Type I, Class A, VOC compliant.
a. Acceptable Products:
1) L&M Construction Chemicals, Inc.; Dress & Seal WB:
www.lmcc.com .
2) M. Scofield Company; Cureseal-W: www.scofield.com . 3) W. R. Meadows Company; Decra-Seal W/B:
www.wrmeadows.com .
4) Substitutions: See Section 01 60 00 - Product Requirements.

C. Surface Retarder:

1. Color: As selected by Architect from manufacturer's custom range.

2. Acceptable Products:
a. Preco EAC-S, manufactured by Fosroc, Inc., Georgetown, KY, or approved equal.
b. WR Grace; Grace Top Cast: www.graceconstruction.com c. Substitutions: See Section 01 60 00 - Product Requirements.

E. Concrete Paving Joint Sealant: Polyurethane, self -leveling; ASTM C920, Class 25, Uses T, I, M and A; single component.

1. Color: Gray.

2. Applications: Use for:
a. Joints in sidewalks and vehicular paving.

3. Products:
a. Pecora Corporation; NR -201 Self -Leveling Traffic and Loop Sealant:
www.pecora.com .
b. BASF Construction Chemicals -Building Systems:
www.buildingsystems.basf.com .
c. Sherwin-Williams Company; Stampede 1SL Polyurethane Sealant:
www.sherwin-williams.com .
d. Substitutions: See Section 01 60 00 - Product Requirements.

F. Soil Sterilant: As specified in Standard Specifications for Public Works Construction. Soil sterilant shall comply with all applicable environmental protection and hazardous materials laws and regulations.

G. Headers and Stakes: Pressure preservative treated Douglas Fir, 2 x 6 inch (50 x 150 mm) nominal size except at curves provide laminated 1 x 6 inch (25 x 150 mm). Use hot dipped galvanized nails only.

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H. Expansion Joint Filler: ASTM D1751, pre -molded, compressible 1/2 inch (12 mm) thick non -extruding bituminous type resilient filler, compatible with joint backing and sealing products.

2.7 CONCRETE MIX DESIGN
A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.

B. Concrete Mix for Pedestrian (Sidewalk) Pavements, Natural Color, unless indicated otherwise: Standard Specification for Public Works Construction, Section 201-1.1.2 - Class 520-C-2500, with minimum slump of 4 -inches
C. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI 301.

1. For trial mixtures method, employ independent testing agency acceptable to Architect for preparing and reporting proposed mix designs.

D. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer.

1. Use accelerating admixtures in cold weather or set retarding admixtures in hot weather only when approved by Architect. Do not use calcium chloride.

E. Concrete Properties:

1. Compressive strength, when tested in accordance with ASTM C39/C39M at 28 days; As scheduled.

2. Water -Cement Ratio: Maximum 50 percent by weight.

3. Maximum Slump: 4 inches (100 mm).

2.8 MIXING
A. Transit Mixers: Comply with ASTM C94/C94M.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify compacted stabilized soil is acceptable and ready to support paving and imposed loads.

B. Fine grading, checking, shaping, and compacting of subgrade shall be complete before start of concrete paving Work.

C. Verify gradients and elevations of base are correct.

3.2 PREPARATION
A. Project Conditions:

1. Water and Dust Control: Maintain control of concrete dust and water at all times.

Do not allow adjacent planting areas to be contaminated.

2. Do not place pavement when base surface or ambient temperature is less than 40 degrees F (4 degrees C) or if base surface is wet or frozen.

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3. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

B. Moisten base to minimize absorption of water from fresh concrete. Do not place concrete on standing water.

3.3 FORMING
A. Place and secure forms to correct location, dimension, profile, and gradient.

1. Surfaces and Edges: Provide tooled edges.

B. Concrete Formwork:

1. Construct formwork accurately and to configurations and dimensions indicated for finish concrete Work.

2. Formwork shall be substantial, mortar -tight and braced to maintain position and shape during placement of reinforcing and concrete.

3. Hold forms rigidly in place by stakes, clamps, spreaders and braces where required to ensure rigidity.

4. Curbs:
a. Construct curb forms with smooth side placed next to exposed concrete face.
b. Curb forms shall have true, smooth upper edge.
c. Depth of curb forms at back of curbs shall be equal to full depth of curb. d. Depth of face forms shall be equal to full face height of curb. e. Benders or thin plank forms may be used to form curves and at grade changes and curb returns.
f. Back forms for curb returns may be made of 1/2 inch (12 mm) thick benders cleated together for full depth of the curb.

5. Formwork shall not deviate more than 1/4 inch (6 mm) maximum from required positions and levels.

6. Verify formwork alignment and levels as Work proceeds, promptly making adjustments and adding bracing as necessary.

C. Assemble formwork to permit easy stripping and dismantling without damaging concrete.

1. Remove the form on the front of curbs in not less than one hour nor more than 6 hours after the concrete has been placed.

2. Remove side forms for sidewalks, gutter depressions, island paving and driveways, not less than 12 hours after the finishing has been completed.

D. Place joint filler vertical in position, in straight lines. Secure to formwork during concrete placement.

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3.5 REINFORCEMENT
A. Place reinforcement at mid -height of slabs -on -grade.

B. Reinforcement Placement, General: Locate reinforcement as indicated on Drawings or in Standard Specifications, whichever is more stringent.

1. Locate reinforcement to provide required cover by concrete. If not otherwise indicated on Drawings or in Standard Specifications, provide concrete cover in compliance with ACI 318, Table 3.3.2.3.

2. Place, support and secure reinforcement against displacement.

C. Reinforcement Spacing: Space reinforcement as indicated on Drawings or in Standard Specifications, whichever is more stringent. If not indicated, maintain clear spacing of two times bar diameter but not less than 1-1/2 inch (38 mm) nor less than 1-1/3 times maximum size aggregate.

D. Coordination: Locate reinforcement to accommodate embedded products and formed openings and recesses.

E. Reinforcement Supports: Provide load bearing pads under supports or provide precast concrete block bar supports.

F. Interrupt reinforcement at contraction and expansion joints.

G. Place dowels to achieve pavement and curb alignment as detailed.

1. Secure tie dowels in place before depositing concrete. Provide No. 3 bars, 18 inch (457 mm) long at 24 inches (610 mm) O.C. for securing dowels where no other reinforcement is provided.

3.6 COLD AND HOT WEATHER CONCRETING
A. Follow recommendations of ACI 305R when concreting during hot weather.

B. Follow recommendations of ACI 306R when concreting during cold weather.

C. Do not place concrete when base surface temperature is less than 40 degrees F (4 degrees C), or surface is wet or frozen.

3.7 PLACING CONCRETE
A. Mixing: If batch plant is within travel time not exceeding maximum limits, transit mix concrete in accordance with ASTM C94. If travel time exceeds limits, provide alternative means for mixing and submit for review and approval.

B. Place concrete in accordance with ACI 304R.

C. Do not place concrete when base surface is wet.

D. Ensure reinforcement, inserts, embedded parts, formed joints are not disturbed during concrete placement.

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E. Place concrete continuously over the full width of the panel and between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur.

F. Use internal vibration to consolidate concrete around reinforcing per industry guidelines.

G. Place concrete to pattern indicated.

3.8 JOINTS
A. Align curb, gutter, and sidewalk joints.

B. Place 1/2 inch (12 mm) wide expansion joints as indicated on Drawings (if not indicated provide at 20 foot (6 m) intervals) and to separate paving from vertical surfaces and other components and in pattern indicated.

1. Place in all concrete walks, other exterior flatwork and concrete curbs and gutters.

2. If expansion joints are not indicated, comply with standard details and specifications of authorities having jurisdiction, including Standard Details for Public Works Construction and Standard Specification for Public Works Construction, as applicable.

3. Place expansion control filler to correct elevation and profile. Form joints with joint filler extending from bottom of pavement to within 1/2 inch (13 mm) of finished surface.

4. Secure to resist movement by wet concrete.

5. Coordinate locations to align expansion joints in adjoining concrete walks, curbs, gutters and other exterior flatwork.

6. Provide expansion joints also at beginning and end of all curved segments.

7. Provide expansion joints also at intersections of concrete curbs and gutters and building footing.

8. Provide expansion joints also at intersections of concrete paving and building footing.

9. Lay out expansion joint locations to occur where possible at penetrations such as handrail posts and columns.

10. Place expansion control filler to correct elevation and profile.

C. Provide scored joints:

1. As indicated on Drawings. If not indicated, locate joints in compliance with Standard Details and as indicated below.

2. Evenly spaced at maximum 5 feet (1.5 m) intervals for vehicular paving and 5 feet (1.5 m) for pedestrian paving or as indicated on drawing 2/A10.01.

3. Between sidewalks and curbs.

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4. Between curbs and pavement.

5. Lay out control joint locations to occur at penetrations such as handrail posts and columns and where shown on Drawings.

6. Refer to Architectural, Landscape and Civil Drawings for additional information and joint locations.

D. Provide keyed joints as indicated.

E. Saw cut contraction joints 1/8 inch (3 mm) wide at an optimum time after finishing. Cut 1/3 into depth of slab.

3.9 FINISHING
A. Concrete Paving Finish: ACI 301, two-step trowel finish, followed after surface has achieved initial set by flooding of surface and light rubbing with bristle brush so that concrete fines are exposed slightly.

1. Finish surface less than 6 percent shall receive medium broom finish resembling medium grit sandpaper. CBC 11B-403 and 11B-302.1.

2. Finish surface greater than 6 percent shall receive heavy broom finish. CBC 11B- 403 and 11B-302.1.

3. Surfaces shall have static coefficients of friction of 1.3 to 1.6 (dry) and 1.2 to 1.4 (wet) when field tested in accordance with ASTM C1028.

4. Portland cement concrete paving shall be stable, firm, and slip resistant and shall comply with CBC Sections 11B-302 and 11B-403.

B. Curbs and Gutters: Comply with Standard Specifications.

C. Specific Finishes:

1. Trowel: Precautions should be taken to ensure that the surface is uniformly troweled so that it is not slippery. Do not over -trowel or burnish the surface.

D. Curing and Sealing:

1. Place sealer on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions.

2. Precautions shall be taken in hot weather to prevent plastic cracking resulting from excessively rapid drying at surface as described in CIP 5 Plastic Shrinkage Cracking published by the National Ready Mixed Concrete Association.

3. Do not cover concrete with plastic sheeting.

3.10 JOINT SEALING
A. See Section 07 92 00 - Joint Sealants for joint sealer requirements.

3.11 TOLERANCES
A. ACI 301, Class B, except paving in public rights -of -way shall comply with the Standard Specifications.

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B. Maximum Variation of Surface Flatness: 1/4 inch (6 mm) in 10 ft (3 m).

C. Maximum Variation from True Position: 1/4 inch (6 mm).

3.12 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 0140 00.

1. Provide free access to concrete operations at project site and cooperate with appointed firm.

2. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations.

3. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified requirements.

B. Compressive Strength Tests: ASTM C 39/C 39M. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 75 cu yd (57 cu m) or less of each class of concrete placed each day.

1. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.

2. Perform one slump test for each set of test cylinders taken.

C. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken.

3.13 PROTECTION
A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury.

B. Do not permit pedestrian or vehicular traffic over pavement until 75 percent design strength of concrete has been achieved.

C. Prohibit all vehicular traffic across pedestrian paving unless suitable base and reinforcement have been added.

D. Provide lumber ramping and plywood covering where curbs and gutters are subject to vehicular and equipment traffic during construction.

E. Provide protection of colored concrete in accordance with colored concrete manufacturer's instructions and recommendations.

END OF SECTION

CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00

CONCRETE PAVING
Section 32 13 13

SECTION 32 13 73

CONCRETE PAVING JOINT SEALANTS
SECTION 32 13 73 - CONCRETE PAVING JOINT SEALANTS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Cold -applied joint sealants.

2. Hot -applied joint sealants.

3. Joint -sealant backer materials.

4. Primers.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at project site.

1.3 ACTION SUBMITTALS
A. Product data.

B. Samples: Manufacturer's standard color sheets, showing full range of available colors for each type of joint sealant.

1.4 QUALITY ASSURANCE
A. Qualifications:

1. Installers: Entity that employs installers and supervisors who are trained and approved by manufacturer.

PART 2 - PRODUCTS

2.1 JOINT SEALANTS, GENERAL
A. Compatibility: Provide joint sealants, backer materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint -sealant manufacturer, based on testing and field experience.

2.2 COLD -APPLIED JOINT SEALANTS
A. Single -Component, Nonsag, Silicone Joint Sealant: ASTM D5893/D5893M, Type NS.

B. Single -Component, Self -Leveling, Silicone Joint Sealant: ASTM D5893/D5893M, Type SL.

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

CONCRETE PAVING JOINT SEALANTS
Section 32 13 73

SECTION 32 13 73

CONCRETE PAVING JOINT SEALANTS
C. Single Component, Pourable, Urethane, Elastomeric Joint Sealant: ASTM C920, Type S, Grade P, Class 25, for Use T.

2.3 HOT -APPLIED JOINT SEALANTS
A. Hot -Applied, Single -Component Joint Sealant, Type I: ASTM D6690.

B. Hot -Applied, Single -Component Joint Sealant, Type I or Type I I : ASTM D6690.

C. Hot -Applied, Single -Component Joint Sealant, Type I, 1 1, or I I I : ASTM D6690.

D. Hot -Applied, Single -Component Joint Sealant, Type IV: ASTM D6690.

2.4 JOINT -SEALANT BACKER MATERIALS
A. Joint -Sealant Backer Materials: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by joint -sealant manufacturer, based on field experience and laboratory testing.

B. Round Backer Rods for Cold- and Hot -Applied Joint Sealants: ASTM D5249, Type 1, of diameter and density required to control sealant depth and prevent bottom -side adhesion of sealant.

C. Round Backer Rods for Cold -Applied Joint Sealants: ASTM D5249, Type 3, of diameter and density required to control joint -sealant depth and prevent bottom -side adhesion of sealant.

D. Backer Strips for Cold- and Hot -Applied Joint Sealants: ASTM D5249; Type 2; of thickness and width required to control joint -sealant depth, prevent bottom -side adhesion of sealant, and fill remainder of joint opening under sealant.

2.5 PRIMERS
A. Primers: Product recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated.

PART 3 - EXECUTION

3.1 PREPARATION
A. Surface Cleaning of Joints: Before installing joint sealants, clean out joints immediately to comply with joint -sealant manufacturer's written instructions.

B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint -sealant manufacturer.

3.2 INSTALLATION OF JOINT SEALANTS
A. Comply with joint -sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply.

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

CONCRETE PAVING JOINT SEALANTS
Section 32 13 73

SECTION 32 13 73

CONCRETE PAVING JOINT SEALANTS
B. Joint -Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials, applications, and conditions.

C. Install joint -sealant backers to support joint sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.

1. Do not leave gaps between ends of joint -sealant backer materials.

2. Do not stretch, twist, puncture, or tearjoint-sealantbacker materials.

3. Remove absorbent joint -sealant backer materials that have become wet before sealant application and replace them with dry materials.

D. Install joint sealants immediately following backer material installation, using proven techniques that comply with the following:

1. Place joint sealants so they fully contact joint substrates.

2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.

E. Tooling of Nonsag Joint Sealants: Immediately after joint -sealant application and before skinning or curing begins, tool sealants in accordance with the following requirements to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint:

1. Remove excess joint sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by joint -sealant manufacturer and that do not discolor sealants or adjacent surfaces.

F. Provide joint configuration to comply with joint -sealant manufacturer's written instructions unless otherwise indicated.

G. Clean off excess joint sealant as the Work progresses, by methods and with cleaning materials approved in writing by joint -sealant manufacturers.

END OF SECTION

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

CONCRETE PAVING JOINT SEALANTS
Section 32 13 73

SECTION 32 13 73

CONCRETE PAVING JOINT SEALANTS

THIS PAGE INTENTIONALLY LEFT BLANK

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

CONCRETE PAVING JOINT SEALANTS
Section 32 13 73

SECTION 32 17 23

PAVEMENT MARKINGS
SECTION 32 17 23 - PAVEMENT MARKINGS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Painted markings applied to asphalt paving.

2. Painted markings applied to concrete surfaces.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at project site.

1.3 ACTION SUBMITTALS
A. Product Data:

1. Pavement -marking paint, solvent -borne.

2. Pavement -marking paint, acrylic.

3. Pavement -marking paint, latex.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Contractor to submit product for review.

2.2 PERFORMANCE REQUIREMENTS
A. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design" and ICC A117.1.

2.3 PAVEMENT -MARKING PAINT
A. Pavement -Marking Paint, Solvent -Borne: MPI #32, solvent -borne traffic -marking paint.

1. Color: White and Blue.

B. Pavement -Marking Paint, Acrylic: Acrylic, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT -P -1952F, Type II, with drying time of less than 45 minutes.

1. Color: White and Blue.

C. Pavement -Marking Paint, Latex: MPI #97, latex traffic -marking paint.

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

PAVEMENT MARKINGS
Section 32 17 23

SECTION 32 17 23

PAVEMENT MARKINGS

1. Color: White and Blue.

PART 3 - EXECUTION

3.1 PAVEMENT MARKING
A. Do not apply pavement -marking paint until layout, colors, and placement have been verified with Architect.

B. Allow asphalt paving or concrete surfaces to age for a minimum of 30 days before starting pavement marking.

C. Sweep and clean surface to eliminate loose material and dust.

D. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils.

1. Apply graphic symbols and lettering with paint -resistant, die -cut stencils, firmly secured to asphalt paving or concrete surface.

END OF SECTION

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

PAVEMENT MARKINGS
Section 32 17 23

SECTION 32 17 26

TACTILE WARNING SURFACING
SECTION 32 17 26 - TACTILE WARNING SURFACING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Cast -in -place detectable warning tiles.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Samples for each type of exposed finish requiring color selection.

PART 2 - PRODUCTS

2.1 TACTILE WARNING SURFACING, GENERAL
A. Accessibility Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities and ICC A117.1 for tactile warning surfaces.

1. For tactile warning surfaces composed of multiple units, provide units that when installed provide consistent side -to -side and end -to -end dome spacing that complies with requirements.

2.2 DETECTABLE WARNING TILES
A. Cast -in -Place Detectable Warning Tiles: Accessible truncated -dome detectable warning tiles with replaceable surface configured for setting flush in new concrete walkway surfaces, with slip -resistant surface treatment on domes and field of tile.

1. Material: Molded glass- and carbon -fiber -reinforced polyester.

2. Color: Safety yellow

3. Shapes and Sizes:
a. Rectangular panel, 12 by 12 inches.
b. Radius panel, nominal 24 inches deep by 6 -foot outside radius.

4. Dome Spacing and Configuration: 1.67 -inch spacing 2.35 -inch spacing Manufacturer's standard compliant spacing, in square [manufacturer's standard pattern.

5. Mounting:
a. Permanently embedded detectable warning tile wet -set into freshly poured concrete. b. Detectable warning tile set into formed recess in concrete and adhered with mortar.

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

TACTILE WARNING SURFACING
Section 32 17 26

SECTION 32 17 26

TACTILE WARNING SURFACING
c. Replaceable detectable warning tile wet -set into freshly poured concrete and surface -fastened to permanently embedded anchors.

2.3 ACCESSORIES
A. Sealant: As recommended by manufacturer for sealing perimeter of tactile warning surfacing unit.

PART 3 - EXECUTION

3.1 INSTALLATION OF TACTILE WARNING SURFACING
A. General: Prepare substrate and install tactile warning surfacing according to manufacturer's written instructions unless otherwise indicated.

B. Place tactile warning surfacing units in dimensions and orientation indicated. Comply with location requirements of AASHTO MP 12.

C. Cast -in -Place Detectable Warning Tiles: Set each detectable warning tile accurately and firmly in place and completely seat tile back and embedments in wet concrete by tamping or vibrating. Set surface of tile flush with surrounding concrete and adjacent tiles. Remove concrete from tile surfaces and clean using methods recommended in writing by manufacturer.

D. Remove and replace tactile warning surfacing that is broken or damaged or does not comply with requirements in this Section. Remove in complete sections from joint to joint unless otherwise approved by Architect. Replace using tactile warning surfacing installation methods acceptable to Architect.

E. Protect tactile warning surfacing from damage and maintain free of stains, discoloration, dirt, and other foreign material.

END OF SECTION

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

TACTILE WARNING SURFACING
Section 32 17 26

City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
07 CONTRACT DRAWINGS
CIP F-03 City Hall ADA Ramps
42

APPLICABLE CODES
· 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. · 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. · 2022 CALIFORNIA ELECTRICAL CODE (CEC) , PART 3, TITLE 24 C.C.R. · 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. · 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. · 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. · 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.
· 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R. · 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. · TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS · 2022 CALIFORNIA EXISTING BUILDING CODE
· 2022 CALIFORNIA HISTORICAL BUILDING CODE
· CITY OF BEAUMONT MUNICIPAL CODE

PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEMS 2016 EDITION
NFPA 14 STANDPIPE AND HOSE SYSTEMS 2016 EDITION
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 20 STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 EDITION NFPA 24 PRIVATE FIRE MAINS & THEIR APPURTENANCES 2016 EDITION NFPA 25 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE 2017 EDITION

OF WATER-BASED FIRE PROTECTION SYSTEMS
NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE 2016 EDITION NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2015 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND 2017 EDITION

TELESCOPING SEATING, AND GRAND STANDS
UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS 2005 EDITION FOR PROTECTION OF RESTAURANT COOKING AREAS (R 2010)
UL 464 AUDIBLE SIGNAL APPLIANCES 2003 EDITION
UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE 1999 EDITION

SIGNALING SYSTEMS
REFERENCE CODE SECTION FOR NFPA STANDARDS-2019 CBC (SFM) CHAPTER 35.

SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.

1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONSTRUCTABILITY. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDINGS AND SHALL DETERMINE ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER OF ANY DISCREPANCIES.

3. CONTRACTOR SHALL THOROUGHLY INVESTIGATE, VERIFY AND BEAR RESPONSIBILITY FOR DIMENSIONS AND EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITION REQUIRING MODIFICATION OR CHANGE PRIOR TO STARTING WORK. ANY WORK INSTALLED IN

CONFLICT WITH THE DRAWINGS WITHOUT PRIOR APPROVAL SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

4. WHERE EXISTING FINISHES, FACILITIES, AND SURFACES ARE DISTURBED, DAMAGED, OR REMOVED

DURING THE COURSE OF CONSTRUCTION OPERATIONS, THE CONTRACTOR IS TO REPAIR OR REPLACE AS NECESSARY TO MATCH EXISTING. ALL NEW MATERIALS SHALL MATCH EXISTING IN ALL RESPECTS.

5. LOCATIONS OF UTILITIES, WHERE SHOWN, ARE APPROXIMATE, AND CONTRACTOR SHALL EXERCISE

EXTREME CAUTION IN EXCAVATING AND TRENCHING ON ALL SITES TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC. AND TO PREVENT HARM TO PERSONNEL AND/OR DAMAGE TO EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER SHOULD UNIDENTIFIED CONDITIONS BE DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY WHERE THE PROPOSED WORK AFFECTS

THE EXISTING IRRIGATION SYSTEMS THE CONTRACTOR SHALL PERFORM ANY WORK NECESSARY TO MAINTAIN AN OPERATIONAL IRRIGATION SYSTEM.

7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.

8. CONSTRUCTION WORKERS WILL ONLY BE ALLOWED IN THE AREAS APPROPRIATE TO THE WORK AND SHALL NOT DISTURB THE OWNER, STAFF OR CUSTOMERS.

9. CONSTRUCTION WORKERS SHALL WEAR APPROPRIATE SAFETY GEAR & COMPLY WITH SAFETY REGULATIONS.

10. CONSTRUCTION WORKERS SHALL DRESS & BEHAVE IN A MANNER APPROPRIATE TO THE JOB SITE AND BE ACCEPTABLE TO THE OWNER REPRESENTATIVES.

11. SMOKING IS NOT PERMITTED ON THE CONSTRUCTION SITE.

12. THERE SHALL BE NO POSSESSION OR CONSUMPTION OF DRUGS OR ALCOHOLIC BEVERAGES ON THE

JOB SITE BY ANY PERSON AT ANY TIME OR CONSUMPTION PRIOR THAT MAY IMPAIR THE USE OF EQUIPMENT IN A SAFE MANNER.

13. DIG ALERT: THE CONTRACTOR IS TO CONTACT DIG ALERT (811) PRIOR TO ANY EXCAVATION TAKING PLACE.

14. EXCAVATION SAFETY: THE CONTRACTOR IS TO PROVIDE EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216.

PROJECT LOCATION
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:16 AM21-60100-00COVER SHEETG0.0RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS

GENERAL
G0.0 COVER SHEET
G0.1 SYMBOLS AND ABBREVIATIONS
2 ARCHITECTURAL
A1.11 ENLARGED SITE PLAN - NORTH RAMP - DEOMLITION AND REMODEL A1.12 ENLARGED SITE PLAN - WEST RAMP - DEMOLITION AND REMODEL A1.01 SITE PLAN - OVERALL
A1.10 ENLARGED SITE PLAN - EAST RAMP - DEMOLITION AND REMODEL A10.11 SITE DETAILS
5 RAMP REPLACEMENT FOR THE

CITY HALL RENOVATION

CODES AND STANDARDS

GENERAL NOTESSCOPE OF WORK PROJECT DIRECTORY
CLIENT: CITY OF BEAUMONT
550 E 6TH STREET
BEAUMONT, CA 92223
TELEPHONE: 951-769-8520
CONTACT: DUSTIN CHRISTENSEN
EMAIL: [email protected]
ARCHITECT: SGH ARCHITECTS
707 BROOKSIDE AVENUE
REDLANDS, CA 92373
TELEPHONE: 909-375-3030
CONTACT: MICHAEL J STEPHENS, AIA

TODD HUCKINS
EMAIL: [email protected]
[email protected]
CIVIL: EPIC ENGINEERS
101 E. REDLANDS BLVD. STE. 146
REDLANDS, CA 92373
TELEPHONE: 909-792-5969
CONTACT: ARON CHAD BURIAN
EMAIL: [email protected]

VICINITY MAP
550 E. 6TH STREET, BEAUMONT, CA 92223

SHEET INDEX
SCOPE OF WORK INCLUDES:
• THE DEMOLITION OF THE EXISTING NON-COMPLIANT EXTERIOR CONCRETE LANDING AND RAMPS.
• THE DEMOLITION OF METAL RAILS, CONCRETE CURBS, ASPHALT AND REMOVAL OF PARKING LOT STRIPING.
• THE CONSTRUCTION OF NEW ACCESS COMPLIANT LANDINGS, RAMPS, RAILINGS, STRIPING, TRUNCATED DOMES, AND SIGNAGE.

NOTE: THE SCOPE OF WORK DOES NOT INCLUDE REVISIONS TO PARKING STALL SLOPES/GRADES.

CIVIL
C-1.1 TITLE SHEET
C-2.1 TOPOGRAPHIC MAP
C-3.1 PRECISE GRADING PLAN
C-4.1 HORIZONTAL CONTROL
C-5.1 DETAIL SHEET
5 SPECIAL INSPECTION

1. CONTRACTOR SHALL HAVE THE SOIL INSPECTED FOR 90% AND 95% RELATIVE COMPACTION PRIOR TO PLACEMENT OF CONCRETE FOOTINGS AND SAPHALT. SEE NOTE CALLOUTS 14,15/C-3.1

2. CITY INSPECTIOR OR CITY ENGINEER SHALL VERIFY THAT THE REBAR HAS BEEN INSTALLED IN

SIDEWALKS, RAMPS, LANDINGS, AND FOOTINGS PRIOR TO POURING OF CONCRETE - SEE DETAIL 1/A10.11 AND DETAIL "A" ON C-5.1
25 BLDC2024-0007 550 E 6th St
sscissons 01/30/2024

GENERAL SYMBOLS
(CONTINUOUS BLOCKING)

BATT INSULATION

RIGID INSULATION

CARPET (LARGE SCALE)

TILE (LARGE SCALE)

ACOUSTICAL TILE (LARGE SCALE)

PROTECTION BOARD

CONCRETE MASONRY UNIT

METAL / WOOD STUDS

STEEL (LARGE SCALE)
(LARGE SCALE)

GYPSUM WALL BOARD

PLYWOOD (LARGE SCALE)

BRICK VENEER

SHINGLES
STONE
GLASS
(TRIM/FINISH)
WOOD
(NON-CONTINUOUS BLOCKING)
WOOD

GRAVEL/BALLAST
WOOD
STEEL

ASPHALT CONCRETE

CONCRETE
SAND
EARTH

DETAIL SECTION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION
X
XXXX
X
XX.XX
X
XX.XX
X
XX.XX
X
XX.XX
X
XX.XX
XX.XX
X
XX
X

DETAIL SECTION

WALL SECTION

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

CALLOUT BUBBLE

DETAIL NUMBER

SHEET NUMBER

ROOM NAME
101

ROOM NAME
101
150 S.F.

E OLF
LOAD
0 0 0
PD
APC-1
9' - 0"
G.L.

XX
?
TYP.
?
X
XX
Number
?

GRID LINES

ELEVATION LEVEL
???

DOOR TAG

CURTAIN WALL / WINDOW TAG

WALL TAG

FURNITURE, FIXTURE OR

EQUIPMENT TAG

FINISH TAG

DEMOLITION KEYNOTE

CONSTRUCTION KEYNOTE
LEGEND KEYNOTE?

REVISION NUMBER

ROOM NAME TAG

ROOM OCCUPANCY TAG

EGRESS / EXIT TAG

CEILING HEIGHT TAG
60" DIA. ACCESSIBLE

TURN AROUND

ACCESSIBLE CLEAR

FLOOR SPACE
1'-6" INT.
2' - 0" EXT.

DOOR ACCESSIBLE CLEAR
FLOOR SPACE5' - 0"4'-0".1' - 0"

ACCESSIBILITY CLEARANCES

PATTERNS
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:17 AM21-60100-00SYMBOLS AND ABBREVIATIONSG0.1RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS A

AB ANCHOR BOLT

AC ACOUSTICAL CEILING

AC ASPHALT CONCRETE

ACC ACCESSIBLE

ACCACCESSIBLE BENCH

CST ACOUSTIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

AD AREA DRAIN

ADDADDITION OR ADDITIONAL

ADJ ADJUSTABLE

ADJ ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

RANCH ANCHOR

AP ACCESS PANEL

PC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AV AVERAGE

AP ACOUSTICAL WALL PANEL
B

CMUBURNISHED CONCRETE MASONRY UNIT

BD BOARD

BET BETWEEN

BP BACKLOG PREVENTER

BR BELOW FLOOR

BAL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF FOOTING

BOTBOTTOM

BART BRACKET

BSMT BASEMENT

BUR BUILT UP ROOFING
AC

CB CHALKBOARD

CB CALIFORNIA BUILDING CODE

CD CONDENSATE DRAIN

CERN CERAMIC

CG CORNER GUARD

CIP CAST IN PLACE

CAJON CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CL CLEAR

CM CEILING MOUNTED

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMP COMPOSITE

COMP COMPRESSIBLE

CONC CONCRETE

CONCONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR OR CONTRACT

CORCORRIDOR

CP COVER PLATE

COPT CARPET

CPR CORROSION RESISTANT

CS COUNTERSINK

CNSK COUNTERSUNK

CST CONSTRUCTION JOINT

CNSK CASEWORK

CT CERAMIC TILE

CTR CENTER

CAW COLD WATER

CY CUBIC YARD

D DEPTH

DBL DOUBLE
d PENNY (AS NAIL 10D)

DEG DEGREE

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DN DOWN

DN DOWNSPOUT NOZZLE
DO OR " DITTO

DF DAMPPROOFING

DR DOOR

DR DRAIN

DS DOWNSPOUT

DA DEPARTMENT OF STATE ARCHITECT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DW DOWEL

DWR DRAWER
E EAST

EA EACH

FEB EXPANSION BOLT

EEC EACH END

EW EMERGENCY EYEWASH

EWES EMERGENCY EYEWASH/SHOWER

DEF EACH FACE

DEF EXHAUST FAN

EH ELECTRICAL HEATER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

E EXPANSION JOINT

EL ELEVATION

ELIAS ELECTROMETRIC

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTER ENTRANCE

ER EPOXY RESIN FLOORING

EQ EQUAL

EQUIP EQUIPMENT

E EMERGENCY SHOWER

E EXTRA STRONG

EST ESTIMATE

EW EACH WAY

EW ELECTRIC WATER COOLER

EW ELECTRIC WATER HEATER

ET ENTERING WATER TEMPERATURE

EXC EXCAVATE

EH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXP EXPOSED

EXT EXTERIOR

FA FIREFLIES

FA FIRE ALARM

FAB FABRICATED

FB FACE BRICK

FCC FOOT CANDLE

CMUFLUTED CONCRETE MASONRY UNIT

FOC FLOOR CLEAN OUT

CU FAN COIL UNIT

FD FIRE DAMPER

FD FLOOR DRAIN

FD FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

EEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FE FINISH FLOOR ELEVATION

HO FIRE HYDRANT

HC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FG FLOORING

FL FULL LENGTH MIRROR

FM FIRE MAIN

UFO FACE OF

UFO FINISH OPENING

FOC FACE OF CONCRETE

OFF FACE OF FINISH

FOAM FACE OF MASONRY

FOR FUEL OIL RETURN

FOS FACE OF STUD

FOS FUEL OIL SUPPLY

FV FUEL OIL VENT

FLOW FACE OF WALL

FP FIREPROOFING

FRP FIRE RESISTIVE

FRP FRAME

FRP FIBERGLASS REINFORCED PANEL

FRS FLOOR SINK

FD FIRE/SMOKE DAMPER

SS FOLDING SHOWER SEAT

FT FEET (FOOT)

FTG FOOTING

FUT FUTURE

FV FIRE VALVE CABINET

FCC FABRIC WALL COVERING

G GRILLE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GRC GENERAL CONTRACTOR

CMUGLAZED CONCRETE MASONRY UNIT

GDP GARBAGE DISPOSAL

GEN GENERAL

GEN GENERATOR

GA GROSS FLOOR AREA

GFI GROUND FAULT INTERRUPTER

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLUE LAMINATED

GL GLASS

GU GLASS MASONRY UNIT

GOTGOVERNMENT

GRC GAUD RAIL

G CONTINUED

GRC GRADE

GRC GRILLE

GRC GLASS REINFORCED CONCRETE

GRPGLASS REINFORCED GYPSUM PLASTER

GRAS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HO HEIGHT

HBO HOSE BIB

HC HOLLOW CORE

HUD HAND DRYER OR HAIR DRYER

DD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HR HOUR

IHS HEADSTAND

HESS HOLLOW STRUCTURAL SECTION

HSTR HIGH STRENGTH

HT HEIGHT

HTR HEATER

HW DOMESTIC HOT WATER
I

IAW IN ACCORDANCE WITH

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCH

INC INCLUDE (ING)

INSUL INSULATION

INT INTERIOR
J

JAN JANITOR

JST JOIST

JFB JOINT FILLER BOARD

JT JOINT
K

KCJ KEYED CONSTRUCTION JOINT

KCP KEENE'S CEMENT PLASTER

KD KNOCKDOWN

KH KITCHEN HOOD
L

L ANGLE

LAM LAMINATE(D)

LAV LAVATORY

LB POUND

LBR LUMBER

LBS POUNDS

LDG LOADING

LF LINEAR FOOT (FEET)

LG LENGTH (LONG)

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

LOX LIQUID OXYGEN

LS LAWN SPRINKLER

LSC LIFE SAFETY CODE

LT LIGHT

LTG LIGHTING

LV LOUVER

LW LONG WAY
M

MAC MACHINE

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MB MOP BASIN

MBD MARKER BOARD

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MFRG MANUFACTURING

MH MANHOLE

MH MOP HOLDER

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MLWK MILLWORK

MO MASONRY OPENING

MR MIRROR

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MTL METAL

M CONTINUED

MUL MULLION

MW MARKER WALL
N

N NORTH

N/A NOT APPLICABLE

NC NURSE CALL

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE
O
O to O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OF OUTSIDE FACE

OVFL OVERFLOW

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OPG OPENING

OPP OPPOSITE

OTCS OPEN TO CEILING SPACE

OVHD OVERHEAD
P

P PAINT

PA PUBLIC ADDRESS

PAR PARALLEL

PB PARTICLE BOARD

PB PULL BOX

PB PUSH BUTTON

PC PRECAST

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCT PORCELAIN CERAMIC TILE

PERF PERFORATED

PERP PERPENDICULAR

PIV POST INDICATOR VALVE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POC POINT OF CONNECTION

PORC PORCELAIN

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PLASTER TRAP

PT POINT

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWR POWER
Q

QT QUARRY TILE

QTR RNDQUARTER ROUND
R

R RADIUS

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REG REGISTER

REM REMOVABLE

REQ(D) REQUIRE(D)

RESIL RESILIENT

RET RETAINING (WALL)

REV REVISIONS

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RM ROOM

RND ROUND

RO ROUGH OPENING
S
S SINK

S SANITARY SEWER

S SOAP DISH

S SOUTH

S SPRINKLER LINE

SA SUPPLY AIR

SAN SANITARY WASTE

SC SECURITY

SC SOLID CORE

SC SHOWER CURTAIN

SC SPECIAL COATING

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOKS

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

W CONTINUED
W WEST

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WC WALL COVERING

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WDW WINDOW

WF WASH FOUNTAIN

WH WALL HYDRANT

WH WATER HEATER

WI WROUGHT IRON

WNSCT WAINSCOT

WP WEATHERPROOF

WR WATER RESISTANT

WR WASTE RECEPTACLE

WSP WET STAND PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC
X

XFMR TRANSFORMER
Y

YD YARD

YH YARD HYDRANT
#
& AND
@ AT
i.e. THAT IS
# NUMBER
GLAZING ABBREVIATIONS:

CG CLEAR FLOAT GLASS

CIG CLEAR INSULATING GLASS

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

FG FIRE-RATED GLASS

LG LAMINATED GLASS

LIG LAMINATED INSULATING GLASS

PG PATTERN GLASS

PIG PATTERN INSULATING GLASS

SG SPANDREL GLASS

SIG SPANDREL INSULATING GLASS

TG TINTED FLOAT GLASS

TIG TINTED INSULATING GLASS

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

S CONTINUED

SD SOAP DISPENSER

SD SMOKE DAMPER

SD SMOKE DETECTOR

SD STORM DRAIN

SEC SECONDARY

SECT SECTION

SECY SECRETARY

SF SQUARE FOOT

SFCMU SPLIT-FACED CONCRETE MASONRY UNIT

SGL SINGLE

SH SHOWER

SHEATH SHEATHING

SHM SECURITY HOLLOW METAL

SHT SHEET

SIM SIMILAR

SL SHORT LEG

SLNT SEALANT

SM SHEET METAL

SM SPRINKLER MAIN

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SPEC SPECIFICATIONS

SPL SPECIAL

SPL BLK SPLASH BLOCK

SQ SQUARE

SS SERVICE SINK

SS SOLID SURFACE

SST STAINLESS STEEL

ST STAIR

STAG'D STAGGERED

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL - STRUCTURE

SUBFL SUBFLOOR

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL
T

T TEMPERED

T THERMOSTAT

T & B TOP & BOTTOM

T& G TONGUE & GROOVE

T TREAD

TA TRANSFER AIR

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TC TEMPERATURE CONTROL

TC TIME CLOCK

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERED - TEMPORARY

TERR TERRAZZO

TEXT TEXTURED

TH THRESHOLD

TH TOWEL HOOK

THK THICK(NESS)

TMR TILT MIRROR UNIT

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOIL TOILET

TOP TOP OF PAVING

TOS TOP OF STEEL

TOW TOP OF WALL

TPV TRAP PRIMER

TR TRIP

TRANS TRANSVERSE

TRD TREAD

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

TV TELEVISION / MONITOR

TW TACK WALL

TYP TYPICAL
U

U URINAL

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

US UTILITY SHELF

UTIL UTILITY
V
V VENT

VAV VARIABLE AIR VOLUME

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VF VINYL FLOOR

VP VENEER PLASTER

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING
W

W WATER SERVICE
W WIDE; WIDTH

ABBREVIATIONS
CONSTRUCTION DOCUMENT NOTES:

1. THE GENERAL CONTRACTOR SHALL CAREFULLY REVIEW AND COMPARE THE CONTRACT DOCUMENTS

PRIOR TO CONSTRUCTION AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY, OR OMISSION THE CONTRACTOR MAY DISCOVER. IF THE CONTRACTOR PERFORMS

ANY WORK KNOWING IT TO BE CONTRARY TO APPLICABLE LAWS, ORDINANCES, RULES AND

REGULATIONS WITHOUT PRIOR NOTICE TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY, AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO FOR CORRECTION OF THE WORK.

2. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONSTRUCTABILITY.

3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE BEFORE STARTING ANY WORK AND

REPORT FOR CLARIFICATION ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

4. THE CONSULTING ENGINEERS' DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS.

SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE

CONSULTING ENGINEERS' DRAWINGS, SUCH DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT CONTRACTORS EXPENSE.

5. NOTWITHSTANDING ANY OMISSIONS, IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE

CONTRACTOR TO DETERMINE ACTUAL CONSTRUCTION DETAILS AND FABRICATE AND INSTALL SAID DESIGN IN ACCORDANCE WITH ACCEPTED BEST PRACTICES AND PROCEDURES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES AND THEIR WORK FOR COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.

7. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH THE SUBCONTRACTORS. IF A PORTION OF WORK FOR A SPECIFIC TRADE APPEARS IN A SECTION OF

THESE DOCUMENTS OTHER THAN THAT WHICH IS SPECIFIC TO THAT TRADE, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE SAID TRADE OF SUCH WORK.

8. CONTRACTOR TO COORDINATE WITH N.I.C. EQUIPMENT CONTRACTOR(S) BEFORE STARTING WORK ADJACENT TO N.I.C. EQUIPMENT SHOWN ON DRAWINGS. VERIFY THAT ALL ITEMS (SUCH AS BELOW

FLOOR PIPING AND ELECTRICAL CONDUITS, INSERTS, PIT AND PLATFORM, SIZES AND LOCATIONS, ETC.) HAVE BEEN PROVIDED AND INSTALLED AS REQUIRED FOR OPERATION OF THIS EQUIPMENT.

NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK.

9. VERIFY LOCATION AND SIZE OF OPENINGS, BLOCKING, INSERTS, AND EMBEDDED ITEMS ON APPLICABLE SHOP DRAWINGS BEFORE STARTING WORK.

10. CONTRACTOR SHALL COORDINATE WITH ALL EQUIPMENT MANUFACTURERS FOR EQUIPMENT ROUGH- IN REQUIREMENTS.

11. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT WITH RESPECTIVE SUBCONTRACTORS.

12. THE GENERAL CONTRACTOR SHALL COORDINATE CUTOUTS FOR CASEWORK, MILLWORK, OR OTHER EQUIPMENT AS REQUIRED.

13. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY

TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED, AND INDICATED IN THE CONTRACTORS BID.

14. THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO MEAN

THAT SUCH SHALL BE FURNISHED, INSTALLED COMPLETE, CONNECTED AND TESTED FOR PROPER OPERATION WHERE SO REQUIRED.

15. PROVIDE ALL PERTINENT SHOP DRAWINGS FOR APPROVAL IN ADVANCE OF FABRICATION AND

INSTALLATION ALLOWING SUFFICIENT TIME FOR REVIEW AND CORRECTIVE ACTIONS SHOULD IT BE REQUIRED. SUBMIT CUT SHEETS OF ALL FIXTURES, EQUIPMENT AND SAMPLES OF ALL FINISHES SPECIFIED FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

16. PRIOR TO SUBMITTAL OF BID, NOTIFY ARCHITECT IN WRITING, IF ANY SPECIFIED MATERIALS OR

EQUIPMENT ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE.

17. ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION CONTAINED IN OWNER SUPPLIED DOCUMENTS.

18. DO NOT SCALE DRAWINGS. IN CASE OF DISCREPANCIES, OBTAIN CLARIFICATION FROM THE ARCHITECT.

19. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, CONTRACTOR TO NOTIFY ARCHITECT OF DISCREPANCIES.

20. DETAILS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK.

21. WHEN +/- SIGN OR V.I.F. ABBREVIATION IS ADJACENT TO A GIVEN DIMENSION, IT INDICATES THAT THE ACTUAL DIMENSION MIGHT VARY DUE TO EXISTING CONDITIONS. VERIFY DIMENSIONS BEFORE PROCEEDING WITH THE WORK; DISCREPANCIES BETWEEN THE NOTED DIMENSIONS AND ACTUAL

DIMENSIONS ARE TO BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

HAZARDOUS MATERIAL NOTES:

22. THE ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY HAZARDOUS OR TOXIC MATERIALS,

INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY FOR VERIFYING ITS EXISTENCE OR REMOVAL. THE OWNER/TENANT SHALL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A

CONSULTANT OR SPECIALIST FOR SUCH, LICENSED BY THE STATE OF CALIFORNIA, SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT.

23. NO PRODUCTS CONTAINING ASBESTOS OR LEAD IN ANY FORM SHALL BE USED ON ANY PART OF THE WORK.

CONSTRUCTION NOTES:

24. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING CONSTRUCTION AND BUILDING IMPROVEMENTS, CONCRETE SIDEWALKS CURBS. ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. MAKE NECESSARY PROVISIONS TO INCLUDE

TEMPORARY DUST TIGHT PARTITIONS TO PREVENT SPREAD OF DUST AND DIRT TO INHABITED AREAS OF THE EXISTING BUILDINGS AND PROTECT EXISTING FACILITIES ON AND ADJACENT TO THE SITE.

VERIFY EQUIPMENT LOCATIONS AND REQUIREMENTS WITH CONSULTANT'S DRAWINGS AND COORDINATE WITH CONTRACT DOCUMENTS. REMOVE AND LEGALLY DISPOSE OF DEBRIS, RUBBISH, ETC., LEAVING AREA CLEAR AND BROOM CLEAN READY FOR WORK. ROUTE FOR RUBBISH DISPOSAL SHALL BE APPROVED BY OWNER.

25. NEITHER THE OWNER NOR THE ARCHITECT SHALL ENFORCE SAFETY MEASURES OR REGULATIONS.

CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES DURING SHORING

AND BRACING, AND SHALL SOLELY BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS, STANDARDS AND LAWS.

26. THE GENERAL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK ON THE PREMISES SHALL

BE RESPONSIBLE FOR MAINTAINING AND SUPERVISING THEIR SAFETY PROGRAM, INCLUDING, BUT

NOT LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF DEBRIS OR TOOLS WHICH MIGHT ENDANGER VISITORS, PATIENTS OR EMPLOYEES OF THE FACILITY. ALL ROADS AND WALKWAYS SHALL REMAIN UNOBSTRUCTED. WHEN NECESSARY, ALTERNATE ROUTES OF TRAFFIC CONTROL MUST BE MAINTAINED, SHOULD UNSAFE CONDITIONS OCCUR.

27. CONTRACTOR SHALL PROVIDE BARRICADES AROUND ALL NEW AND EXISTING OPENINGS WHERE REQUIRED OR NECESSARY FOR SAFETY.

28. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. CONSTRUCTION BARRICADE WALLS TO BE EQUAL TO RATING OF THE WALL REPLACED.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE OF ALL DEBRIS

WHETHER CREATED BY HIS WORK OR THE FAILURE OF HIS SUB-CONTRACTORS TO CLEAN UP AFTER THEIR WORK.

30. THE CONTRACTOR SHALL MAINTAIN EQUIPMENT, MATERIALS AND WORK IN A NEAT, CLEAN, ORDERLY

AND SAFE CONDITION AT ALL TIMES

31. CONTRACTOR SHALL KEEP SITE AND BUILDING CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, ETC. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST

OR SMUDGES OF ANY NATURE

32. CONTRACTOR SHALL LEAVE WORK / PROJECT AREA IN A SECURE CONDITION DURING PERIOD OF THIS WORK WHEN WORKERS ARE NOT ON THE PROJECT SITE.

33. CONTRACTOR TO SCHEDULE CONSTRUCTION ACTIVITIES TO HAVE THE LEAST IMPACT ON EXISTING BUILDING FUNCTIONS. THIS INCLUDES RESTRICTING TYPICAL DEMOLITION AND CONSTRUCTION ACTIVITIES TO THE HOURS DESIGNATED BY THE OWNER. CERTAIN ACTIVITIES SUCH AS THE USE OF JACKHAMMERS ON EXISTING BUILDINGS WILL NEED TO BE SCHEDULED AT SPECIAL TIMES. CONTACT THE OWNER FOR SCHEDULING OF ALL ACTIVITIES.

34. THE GENERAL CONTRACTOR SHALL MAKE SPECIAL PROVISIONS FOR NOISE AND DUST CONTROL SO AS NOT DISRUPT EXISTING ADJACENT OCCUPIED AREA.

35. THE CONTRACTOR SHALL COOPERATE WITH OWNER AS REQUIRED TO MINIMIZE INTERFERENCE WITH AND DISRUPTION OF OWNER ACTIVITIES.

36. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING SITE ACCESS, STAGING AREAS, USE OF SITE, USE OF UTILITY SERVICES AND FACILITIES.

37. CONTRACTOR SHALL MAINTAIN FIRE LANES, PEDESTRIAN AND VEHICULAR ACCESS, FIRE PROTECTIVE DEVICES AND ALARMS DURING CONSTRUCTION.

38. DO NOT STORE MATERIALS ON ANY FLOOR OR ROOF IN EXCESS OF ALLOWABLE LOAD.

39. ALL EXITS MUST BE CONTINUOUS AND TERMINATE IN A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY OR AN APPROVED AREA OF REFUGE.

40. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE ILLUMINATED SO THAT THEY ARE CLEARLY VISIBLE.

41. PROVIDE PORTABLE FIRE EXTINGUISHERS AT EACH FIRE EXTINGUISHER CABINET AS SHOWN ON DRAWINGS. ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT OR STATE FIRE MARSHALL FIELD INSPECTORS ARE N.I.C.

42. GENERAL CONTRACTOR IS TO MAKE EXACT DETERMINATIONS AS TO THE LOCATION OF ALL EXISTING UTILITIES. DO NOT BEGIN WORK UNTIL THIS DETERMINATION HAS BEEN MADE. CONTRACTOR IS FULLY RESPONSIBLE FOR DAMAGE CAUSE BY FAILURE TO LOCATE AND PROTECT UTILITIES.

43. PROVIDE RE-ROUTING OF EXISTING UTILITIES SERVING OCCUPIED AREAS AS REQUIRED TO MAINTAIN OPERATIONS.

44. SUPPLY TEMPORARY ELECTRICAL POWER TO THE JOB SITE FOR USE BY ALL CONSTRUCTION TRADES PRIOR TO CONNECTION OF THE SPECIFIED ELECTRICAL WORK.

45. NOTIFY OWNER AT LEAST SEVENTY-TWO HOURS PRIOR TO DISRUPTION OF UTILITIES.

46. PATCH SURFACES WHERE AFFECTED BY INSTALLATION OF NEW MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMS. MATCH EXISTING ADJACENT SURFACES AND FINISHES EXCEPT WHERE OTHERWISE NOTED OR INDICATED.

47. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING AS REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY. PATCHING OF FINISHED

WORK ALREADY INSTALLED AS A RESULT BY ERRORS, CHANGES OR OTHER REASONS IS ALSO THE CONTRACTOR'S RESPONSIBILITY. THE REFINISHED SURFACES SHALL MATCH THE ADJACENT SURFACES FOR COLOR, TEXTURE AND MATERIAL.

48. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER-DRIVEN PINS IN EXISTING NON-

PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED

CONCRETE (PRE OR POST-TENSIONED) LOCATE THE PRESTRESSED TENDON BY USING A NON- DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.

49. PATCH AND REPAIR EXISTING FIRE-RATED ASSEMBLIES DAMAGED DURING DEMOLITION TO MAINTAIN RATED ASSEMBLY.

50. ALL PENETRATIONS THROUGH FIRE RATED WALLS AND SHAFTS SHALL BE EQUIPPED WITH DAMPERS, SEALANTS, OR OTHER APPROPRIATE AND APPROVED U.L. LISTED ASSEMBLIES, MATERIALS AND METHODS SO AS TO MAINTAIN THAT RATING.

51. ALL OPENINGS AT WINDOWS, OPENINGS FOR UTILITY PIPING AND WIRING, ETC., WITHIN THE AREA OF WORK SHALL BE CAULKED AND SEALED.

52. PROVIDE BACKING FOR CASEWORK, TOILET ACCESSORIES, LOCKERS, ELECTRICAL PANELS, AND OTHER ANY WALL MOUNTED ITEMS AS INDICATED IN THE DRAWINGS.

53. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL

UNITS, MECHANICAL AND PLUMBING EQUIPMENT AND ALL OTHER ITEMS REQUIRING THE SAME AS INDICATED IN THE DRAWINGS.

54. MECHANICAL, PLUMBING AND ELECTRICAL PLANS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF DUCTS, PIPES, CONDUIT, WIRING, EQUIPMENT, SYSTEMS, ETC. INFORMATION

SHOWN IS DIAGRAMMATIC IN CHARACTER AND DOES NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING AND EXISTING CONDITION. LOCATION OF THESE ITEMS MAY BE

ADJUSTED CONDITIONAL UPON THE SATISFACTORY COMPLIANCE WITH ALL OTHER REQUIREMENTS.

55. ALL PIPING AND CONDUITS SHALL BE CONCEALED WITHIN WALLS, UNDERGROUND, ABOVE CEILINGS

OR IN ARCHITECT APPROVED UTILITY SPACES IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. EXPOSED ITEMS MUST BE LOCATED IN AREAS APPROVED BY THE ARCHITECT. EXPOSED ITEMS SHALL BE INSTALLED AND FINISHED TO PROVIDE MINIMAL VISUAL IMPACT. ALL EXPOSED ITEMS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACES UNLESS SCHEDULED FOR AN ACCENT COLOR.

56. ALL PIPE DUCTS AND CONDUIT SHALL BE SUPPORTED AND SEISMICALLY BRACED USING AN APPROVED SEISMIC RESTRAINT SYSTEM AS SHOWN ON THE DRAWINGS.

57. ANCHORAGE AND SUPPORTS OF ALL EQUIPMENT TO BE INSTALLED, AS A PART OF THIS PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY 2019 CBC SECTION 1616A.1.8

58. EQUIPMENT SUPPORTS, AND ANCHORAGE SHALL BE APPROVED BY THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD AND OSHPD AS A PART OF HELD REVIEWS / OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED.

59. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF 4" HIGH CONCRETE HOUSEKEEPING PADS WITH THE MECHANICAL AND ELECTRICAL EQUIPMENT SUPPLIERS.

60. UNLESS NOTED OTHERWISE ALL WALL TO BE FULL HEIGHT.

61. PROVISIONS SHALL BE MADE AT FULL HEIGHT NON-BEARING WALLS FOR 1/2 INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL.

FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. FILL AT SMOKE PARTITIONS WITH MATERIALS CAPABLE OF RESISTING THE PASSAGE OF SMOKE.

62. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE AND ROOF DECK ABOVE.

GENERAL NOTES
25 BLDC2024-0007 550 E 6th St
sscissons 01/30/2024

24'-93__16"

EXISTING

BUILDING A

EXISTING

BUILDING B

EXISTING

BUILDING C

EXISTING

BUILDING D

EXISTING

BUILDING E

EXISTING

BUILDING F

EXISTING

BUILDING G

EXISTING

PARKING

EXISTING

PARKING

EXISTING

PARKING

EXISTING

PARKING

EXISTING
PARKINGMAGNOLIA AVENUEORANGE AVENUEE 6TH AVENUE
7TH AVENUE
7TH AVENUE
A1.10
2 DEMO
A1.10
1 REMODEL
180
44 72
A1.11
2 DEMO REMODEL
A1.12
1 A1.11
1 A1.12
2 DEMO REMODEL
(E)
P.O.T
(N) P.O.T

CODE ANALYSIS
BUILDING DATA SUMMARY:

BUILDING A
OCCUPANCY TYPE: MIXED USE (ASSEMBLY AND BUSINESS)
CONSTRUCTION TYPE: V-B
SPRINKLERED: YES
TOTAL BUILDING SF: 21,862 SF
MEANS OF EGRESS SIZING: C.B.C. 2022 105.3.2
NUMBER OF OCCUPANTS: 180 (0.2" CAPACITY FACTOR))
REQUIRED EGRESS CORRIDOR WIDTH: 44" (36" 32" (1010.1.1)) PROVIDED EGRESS DOOR WIDTH: 45-3/4"
NOTE:

THE CODE ANALYSIS FOR THE CONSTRUCTION OF NEW EXTERIOR

ACCESS COMPLIANT LANDINGS AND RAMPS IS LIMITED TO THE REQUIRED EXIT WIDTH OF THE RAMPS.PROJECT NUMBER:DATE:REVISION:DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:00 AM21-60100-00SITE PLAN -OVERALLA1.01RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1" = 30'-0"A1.01
1 SITE PLAN - OVERALL
NORTH
25 BLDC2024-0007 550 E 6th St
sscissons 01/30/2024

A1.105
5 A10.11
10 A10.11

CONTROL
JOINT, TYP.
7 A10.11
72" X 72" CLR.

EXPANSION
JOINT.

A
C-5.1
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
LEVEL CONC. LANDING WITH
2% MAX SLOPE IN ANY

DIRECTION, SEE CIVIL
7' - 10" 7' - 10"Slope: 2% MAXLEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
1 A10.11

EXPANSION
JOINT, TYP.

CONTROL
JOINT, TYP.

A
C-5.1
7 A10.11

HANDRAIL
3 A10.11
GUARDRAIL 8
A10.11
15 A10.11
20 A10.11
5' - 2 1/2" CLEAR4
A10.11
1' - 0"8"EQ EQ
EQ EQ
1' - 0"
EQ EQ
CJ
CJ

CJCJCJEQEQEQEQEJCJCJCJEJCJ
EJ
CJ
CJ
CJ
EJ
CJ

CJRAMP HANDRAIL,

PER DETAIL
3 A10.11
1' - 0"TRANSITION POINT BETWEEN
THE GUARDRAIL HEIGHT (42")
AND HANDRAIL HEIGHT (36")
(E) CURB
4' - 11 1/2" CLEAR
13 A10.11SLOPE: 8% MAX.UP
UP UPSLOPE: 8% MAX.

SLOPE: 8% MAX.

UPSLOPE: 8% MAX.A
C-5.1
A
C-5.1
A
C-5.1
TRUNCATED DOMES, SEE DETAILS 11
A10.11

ADA PARKING SIGNAGE,
PER DETAIL, TYP. OF 4
17 A10.11
A1.103 A1.10
4 EXISTING CITY

HALL BUILDING
EJ 1' - 0"REINFORCED CONCRETE
PAVING, SEE CIVILTYP.36" MIN.CJ
CJCJ 12
A10.11

NO PARKINGNO PARKINGNO PARKINGWRAP PIPE WITH

ISOLATION MEMBRANE

ACCESSIBLE ROUTE

SIGN, PER DETAILCJCJPAINT INTERNATIONAL SYMBOL

OF ACCESSIBILITY, SEE DETAIL
6 A10.11
TYP.18' - 0"V.I.F.6' - 8"18
A10.11

ACCESSIBLE ROUTE
SIGN, PER DETAIL 18
A10.11
12" TYP.
8' - 0" MIN. 9' - 0" 7' - 6" 9' - 0" 9' - 0" 5' - 0" 9' - 0"TYP.36"STRIPING SHALL NOT OVERLAP TEXT, TYP. "VAN"
12" TALL, WHITE PAINTED TEXT
"NO PARKING", TYP. AS SHOWN
4" WIDE FEDERAL BLUE PAINTED LINES, TYP.

ALIGN, TYP.

TYP.

EQ
TYP.

EQ

CONTRACTOR SHALL REPLACE

LANDSCAPE IN THIS AREA BACK
TO IT'S ORIGINAL STATE TYP.24"DEMO (E) CONCRETE RAMP
DEMO (E) HANDRAIL, TYP.

DEMO (E) CONCRETE PAVING

DEMO (E) CONCRETE RAMP

DEMO (E) CONCRETE PAVING

DEMO (E) LANDSCAPING

DEMO (E) CONCRETE
DEMO (E) PARKING SIGNAGE, TYP.

EXISTING CITY

HALL BUILDING
(E) HANDRAIL TO REMAIN
(E) MECHANICAL

EQUIPMENT TO REMAIN
(E) HIGH VOLTAGE

EQUIPMENT TO REMAIN
(E) TRANSFORMER

TO REMAIN

LIMITS OF WORK
(E) TREE TO REMAIN
(E) GRAVEL PLANTER TO REMAIN

DEMO (E) POSTS
27' - 0"46' - 8"REMOVE (E) PARKING STRIPING, TYP.

REMOVE AND REINSTALL WHEEL STOPS
AFTER STRIPING OCCURS, TYP. OF (4)

DOWNSPOUT TO REMAIN, PROTECT IN PLACE
(E) CONCRETE

TO REMAIN
15 A10.11

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL JOINTS, SEE
PLAN, TYP.
19 A10.11 CHAMFER JOINT, SEE DETAIL

ALIGNED WITH CONTROL JOINT,

SEE PLAN
19 A10.11
10 A10.11
20 A10.11
(E) DRAIN, SHALL BE INTEGRATED

INTO NEW WALL AND DRAIN
PROPERLY TO THE PARKING LOT, TYP.

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL AND EXPANSION
JOINTS, SEE PLAN, TYP.
19 A10.11
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/9/2024 1:33:17 PM21-60100-00ENLARGED SITE PLAN -EAST RAMP -DEMOLITION AND REMODELA1.10RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/09/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A1.10
1 ENLARGED SITE PLAN - EAST RAMP - REMODEL
SCALE:1/8" = 1'-0"A1.10
2 ENLARGED SITE PLAN - DEMOLITION
SCALE:1/4" = 1'-0"A1.10
5 EAST ELEVATION - EXTERIOR SOUTH RAMP
SCALE:1/4" = 1'-0"A1.10
3 EAST ELEVATION - EXTERIOR NORTH RAMP
SCALE:1/4" = 1'-0"A1.10
4 NORTH ELEVATION - EXTERIOR RAMPS

NORTHNORTH
25 BLDC2023-0091 550 E 6th St sscissons 01/10/2024

EXISTING CITY

HALL BUILDING
3'-0" MIN. V.I.F.5' - 0"SLOPE: 8% MAXSLOPE: 8% MAXUP
UP
EJ
CJ
CJ
CJ
EJ
CJCJEJ
EXTENSION TYP.1' - 0" RAMP HANDRAIL24" TYP.
(N) AC PAVING, CREATE LEVEL

LANDING WITH SLOPES LESS
THAN 2% IN ALL DIRECTIONS
A1.113
6 A1.11
4 A1.11
5 A1.11

ACCESSIBLE ROUTE SIGN,
SEE DETAIL 18/A10.11

CLEAR LANDING SPACE
CONTROL JOINT, TYP.

PER 7/A10.11
EXPANSION JOINT, TYP. SEE A/C-5.1
HANDRAIL - SEE3/A10.11
GUARDRAIL PER 8/A10.11

TRANSITION POINT BETWEEN GUARDRAIL AND HANDRAIL
LEVEL LANDING WITH 2%

MAX SLOP IN ANY DIRECTIONEQEQEQEQUP

HANDRAIL SHALL BE AWAY FROM THE
WALL AND PROVIDE 1-1/2" CLEAR DISTANCE

FROM DOWNSPOUT TO HANDRAIL
UPPER

LANDING

LANDING

LANDING
6' -0" MIN.20' - 6"19' - 0"6' - 0"6' - 4"
9' - 4"
EL. 22.06
EL. 19.83
EL. 19.92
EL. 20.07
EL.21.80
EL. 22.06
EL.

21.87 EL.21.87
EL. 18.35 EL. 18.31
EL. 20.16
EL.

18.31 A1.11
7 (E) GRASS, REPAIR BACK

WITH SOD AND REPLACE
IRRIGATION BACK TO 100%

COVERAGE IN PROPER
WORKING ORDER.

TRUNCATED DOMES
PER 11,12/A10.1110' - 11"3' - 0"3' - 0"9' - 9 3/4"3' - 0"CONC. (E) ASPHALT
72" MIN.EL. 18.63

EXISTING CITY

HALL BUILDING

LIMITS OF DEMO WORK FOR NEW RAMP
TWO (E) 1" WALL MOUNTED GAS LINES

TO BE RELOCATED UNDER GROUND
(E) DOWNSPOUT TO CONNECTED TOO

REMOVE (E) LANDSCAPING, CUT AND

REROUTE IRRIGATION TO PROVIDE
100% COVERAGE TO EXISTING GRASS.

REMOVE (E) AC PAVING TO ALLOW FOR

SMOOTH TRANSITION TO (E) AND NEW

ASPHALT -SIZE SHOWN MAY CHANGE BASED ON

SITE VERIFICATION OF FINAL SLOPES
(E) GAS EQUIPMENT TO

REMAIN, PROTECT IN PLACE
(E) HOUSE KEEPING PAD AND

ELECTRICAL EQUIPMENT TO REMAIN -

PROTECT IN PLACE
(E) BOLLARDS TO REMAIN
(E) LANDSCAPE TO REMAIN. PROVIDE
100% SPRINKLER COVERAGE TO THIS
AREA.
(E) AC UNIT TO REMAIN, PROTECT IN PLACE
(E) GRAVEL TO REMAIN TYP.12' - 0"16' - 3 1/4"
4 A1.11

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL AND
EXPANSION JOINTS, SEE PLAN, TYP.
19 A10.11
(E) MECHANICAL
UNIT
CONNECT GAS LINES TO UNISTRUT.

ATTACH UNISTRUT TO CONC. STEM
WALLS & STUCCO EVERY 96" AND

WHERE GAS LINE COMES OUT
FROM UNDER RAMP - SEE 8/-
(E) BRACKET
(N) BRACKET

TO MATCH (E)
SEE NOTE ON 5/-
6 A1.11

FROM BLDG
4" MAX AWAY
6 TREADS @ 11"
5' - 6"7 RISERS @ 6" MAX.3' - 5"STAIRS SIMILAR TO 23/A10.11

WITH NO SIDE CURBS
A10.11
1 A10.11
3 ECT 4" PVC TO (E) ROOF DOWN SPOUT AND SLOPE 1/4" PER FOOT TOWARDS GRASS. PROVE ADAPTOR FITTINGS AS NEEDED.
4 A1.11A10.11
1 A10.11
1 PVC SLEEVE TYPICALPVC SLEEVE TYPICAL

GAS LINES

REROUTED

UNDER RAMP

PROVIDE COMPACTED SOIL

OR GRAVEL BASE TO BUILD

UP RAMPS AS NEEDED
TYPICAL.
6 A1.11
4 A1.11
3' - 6"
LEVEL LANDING WITH 2% MAX SLOPE IN ANY DIRECTION
GUARDRAIL PER 8/A10.11
CJCJ

GUARDRAIL
PER 8/A10.11
STAIRS PER 23/A10.11, NO CURB REQ.
12" L. UNISTRUT AT 96" ON CENTER
1/4" x 2-3/4" TITAN BOLT WITH
WASHERS TYP.

REROUTED GAS LINES TYP.
1/4" x 2-3/4" TAPCON AT

STUCCO LOCATIONS
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:2/12/2024 5:54:21 PM21-60100-00ENLARGED SITE PLAN -NORTH RAMP -DEOMLITION AND REMODELA1.11RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A1.11
1 ENLARGED SITE PLAN - NORTH RAMP - REMODEL
SCALE:1/8" = 1'-0"A1.11
2 ENLARGED SITE PLAN - NORTH RAMP - DEMOLITION

NORTHNORTH
SCALE:1/4" = 1'-0"A1.11
3 EAST ELEVATION - EXTERIOR NORTH RAMP
SCALE:1/4" = 1'-0"A1.11
4 STAIR SECTION - NORTH EXTERIOR STAIR
SCALE:1/4" = 1'-0"A1.11
5 RAMP SECTION - NORTH RAMP - BOTTOM RUN
SCALE:1/4" = 1'-0"A1.11
6 RAMP SECTION - NORTH RAMP - TOP RUN

EXISTING MECHANICAL UNIT EXISTING DISCONNECT SWITCH

EXISTING DOWN SPOUT TO REMAIN

EXISTING GAS LINES TO BE RELOCATED

EXISTING RECESSED GROMETS TO BE REMOVE AND
INFILL HOLES WITH STUCCO TO MATCH WALL -TYP.

OF 4 LOCATIONS

EXISTING GAS METER TO REMAIN EXISTING GAS LINES TO BE RELOCATED

EXISTING ELECTRICAL EQUIPMENT TO
REMAIN AS IS -TYP.

EXISTING BOLLARDS TO REMAIN TYP.

EXISTING CANOPY AND

DOORS TO REAMIN

EXISTING PHOTOS
SCALE:1/4" = 1'-0"A1.11
7 ENLARGED STAIR
SCALE:3" = 1'-0"A1.11
8 UNISTRUT

GAS LINES REROUTED UNDER RAMP
25 Rev 1 BLDC2024-0007 550 E 6th St sscissons 02/15/2024Page 947 of 2805

(E) COVERED WALK

EXISTING CITY

HALL BUILDING
6 A1.12
7 A1.12
A1.12
3 SLOPE: 8% MAX
SLOPE: 8% MAXUP
UP
CJCJ

CJEQ EQ
CJ
CJ
CJPOP OUT3" FROM BLDGCJCJ
4 A1.12
EXPANSION JOINT, TYP. A/C-5.1
CONTROL JOINT, TYP. 7/A10.11

ACCESSIBLE ROUTE SIGN,
SEE DETAIL 18/A10.11
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
GUARDRAIL 8/A10.11
HANDRAIL 3/A10.11

HANDRAIL

TRANSITION

POINT BETWEEN

GUARDRAIL AND

HANDRAIL

EXISTING BUILDING B

CJDRAINS ROUTED

UNDER RAMP
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
001
10 A1.12
EL.19.58
EL. 22.00EL.22.00
EL. 19.26

BLEND ALL SIDEWALKS INTO (E) ONES
FOR A FLUSH TRANSITION TYP.
(PA)
(PA)
(PA)
(N) CONC. TYP.
(N) IRRG. BOX AND SHUT OFF
NOTES:

1. CONTRACTOR SHALL PROVIDEALL FILL MATERIAL TO INFILL RAMPS. NO FILL MATERIAL IS AVAILABLE ONSITE.

2. INFILL MATERIAL CAN BE COMPACTED CLEAN FILL DIRT OR COMPACTED GRAVEL TYPICAL.

3. SEE 22/A10.11 FOR ADDITIONAL REQUIREMENTS OF RECESSED FLOOR GRATE AND FRAMING 72" MIN.72" MIN.6' - 0"6' - 0 3/4"
5' - 1"6' - 4"EL.21.90 8' - 0"EL.21.90
EL.21.26
EL.21.17
EL.21.23 19' - 0"
EL.19.71
EL.19.50
(E) EL.19.09(E) EL.19.10
(E) EL.19.13
EL.19.01
CJEL.19.25
EL.19.37
EL.19.12
EL.19.30EL.19.06 EL.19.18
6' - 6" 8' - 6" 8' - 3"4' - 1"EL.19.12
EL.19.10
6' - 11"FLOW LINE
EJPROVIDE NEW 2" LAYER OF

REDWOOD BARK IN PLANTERS

TO MATCH EXISTING
PROVIDE NEW 2" LAYER OF

REDWOOD BARK IN PLANTERS

TO MATCH EXISTING
EL.19.16 EL.19.03
EL.19.05

BLEND NEW AND

EXISTING - ZERO LIP
(E) EL.19.08
(E) EL.19.06
SIM.

C J CJCJ5' - 10 3/8"
6' - 2 7/8"8' - 8"EXISTING BUILDING B

EXISTING CITY

HALL BUILDING
(E) VENT TO REMAIN

REMOVE (E) STAIRS AND HANDRAIL

REMOVE (E) DOOR

REMOVE (E) DRAIN AND ASSOCIATED PIPING

LIMITS OF WORK

REMOVE (E) CONCRETE

REMOVE (E) PAVERS

REMOVE (E) LANDSCAPE AREA
(E) LANDSCAPE TO GET ADJUSTED

FOR NEW SPRINKLER BOX

REMOVE (E) CONCRETE

REMOVE (E) LANDSCAPE AREA
(E) LANDSCAPE AREA TO REMAIN

REMOVE (E) TREES AND BUSHES
WITHIN THE DEMO AREA, TYP.

REMOVE (E)

HOSE BIBB
(E) VENT TO REMAIN
(E) COVERED WALK TO REMAIN
(E) SCORE JOINTS TYP.
(E) SUPPORT COLUMNS TO REMAIN TYP.CONC. TO
REMAIN
(E) LANDSCAPE TO REMAIN
(E) STAIRS

TO REAMIN
(E) CONC.

TO REMAIN
(E) VENT TO
REMAIN

REMOVE AND RELOCATE (E)
IRRGATION BOX. REMOVE

IRRIGATION CONTROLLER AND
SHUT-OFF VALVE. REUSE SOV
BOX.
(E) VENT TO REMAIN
REMOVE TWO CONC. PAVERS
(E) CONC. TO BE REMOVED
7 A1.12
4 A1.12

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL
JOINTS, SEE PLAN, TYP.
19 A10.11
(E) DRAINS TO BE ROUTED

THROUGH RETAINING WALLS

AND DRAIN PROPERLY TO
CONCRETE AT GRADE, TYP.
10 A1.12
6 A1.12

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL JOINTS,
SEE PLAN TYP.
19 A10.11
5 TREADS @ 12"
5' - 0"6 RISERS @ 5.25"3' - 0"7
A1.12A10.11
1 10
A1.12
NOTES
ALL STEM WALLS SHALL BE BUILT PER DETAIL 1/A10.11
6 A1.12A10.11
3 A10.11
1 OPEN AREA FOR

AIR CIRCULATION
5' - 5"
NOTES
ALL STEM WALLS SHALL BE BUILT PER DETAIL 1/A10.11

DEMO HOSE BIB

UNDER GROUND,

EXTEND TO NEW

LOCATION

DEMO EXISTING IRRIGATION CONTROL VALVE
ASSEMBLY AND BOX. EXTEND EXISTING

IRRIGATION LINES TO NEW LOCATION WITH SIMILAR
SIZE PVC PIPING. SEE 9/-.

DEMO EXISTING IRRIGATION SHUT-OFF VALVE
ASSEMBLY AND BOX. EXTEND EXISTING WATER
LINE TO NEW LOCATION. SEE 9/-.

NEW 3/4" IRRIGATION VALVE

AND TWO CONTROLLER VALVES
NEW 3/4" BRASS SHUT-

OFF VALVE IN BOX
NEW 3/4" HOSE BIB WITH
3/4" SHUT-OFF VALVE.

ATTACH TO WALL WITH

UNISTRUT WALL CLAMP

CONNECT TO EXISTING
IRRIGATION LINE. SIZE TO

MATCH EXISTING

CONNECT TO EXISTING

WATER LINE
PROVIDE 2" SLEEVES
THROUGH FOOTINS TYP.

CONNECT TO EXISTING
IRRIGATION LINE. SIZE TO

MATCH EXISTING
EXTEND IRRIGATION WIRE WITH NEW 18/7 WIRE. MAKE

CONNECTION IN CRAWL SPACE OF BUILDING
6 A1.12

ISOLATION MEMBRANE
AND SEALANT TYP.
01 01
01 01
01 01
ROOF DRAIN W.O.02
NOTES
02 NOTES

1. ALL STEM WALLS SHALL BE BUILT PER DETAIL 1/A10.11.

2. DETAIL IS APPLICABLE FOR NORTH RAMP 1/A1.11
INT.

EXT.EXT.INT.

DOOR JAMB DOOR HEAD DOOR SILL
DOOR
TYP.

DOOR FRAME TYP.

DOOR SEALS TYP.
2X FRAMING TYP.
(E)
STUCCO
TYP.
4X

FRAMING
TYP.

THRESHOLD
(E) CURB
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:2/12/2024 5:54:23 PM21-60100-00ENLARGED SITE PLAN -WEST RAMP -DEMOLITION AND REMODELA1.12RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A1.12
1 ENLARGED SITE PLAN - WEST RAMP - REMODEL
SCALE:1/8" = 1'-0"A1.12
2 ENLARGED SITE PLAN - WEST RAMP - DEMOLITION

NORTHNORTH
SCALE:1/4" = 1'-0"A1.12
3 NORTH ELEVATION - EXTERIOR WEST RAMP
SCALE:1/4" = 1'-0"A1.12
4 STAIR SECTION - WEST EXTERIOR STAIR
SCALE:1/4" = 1'-0"A1.12
6 RAMP SECTION - WEST RAMP - MIDDLE RUN
SCALE:1/4" = 1'-0"A1.12
7 RAMP SECTION - WEST RAMP - TOP RUN
SCALE:1/8" = 1'-0"A1.12
8 LANDSCAPE IRRIGATION DEMO
NORTH

REMOVE HOSE BIB AND

REPLACE WITH AN ELBOW
TO EXTEND A NEW 3/4"

COPPER WATERLINE TO NEW
LOCATION. SEE 9/-

PULL WIRE BACK INTO

CRAWL SPACE AND

SPLICE FOR NEW WIRE

REMOVE IRRIGATION

SHUT-OFF VALVE AND
BOX

REMOVE IRRIGATION

CNTROLER VALVES
AND BOX.

SCALE:3/16" = 1'-0"A1.12
9 IRRIGATION PLAN
NORTH
30 INCH LINEAR LENGTH

OF WIRE, COILED

WATERPROOF CONNECTION

RAIN BIRD SPLICE
ID TAG

VALVE BOX WITH PLASTIC COVER

FINISH GRADE/TOP OF MULCH
REMOTE CONTROL VALVE:

RAINBIRD PRO SERIES
SCH. 40 PVC TYP.

SCH. 40 PVC ELBOW
BRICK (1 OF 4)
SCH. 40 NIPPLE AND SCH. 40 ELBOW

PVC MAINLINE
SCH. 40 TEE OR ELBOW
3" D. 3/4" GRAVEL BASE

IRRIGATION BOX ASSEMBLY
DOOR

SCHEDULE
001

SIZE DOOR/FRAME

MATERIAL

RATED FINISH GLASS HARDWARE REMARKS
36"x80"x1 3/4" HOLLOW METAL NO PAINT NONE SEE SPECIFICATION

DOOR SCHEDULE
SCALE:3/8" = 1'-0"A1.12
10 RAMP SECTION
3/4" TYPE "K" COPPER

WATER LINE
SCALE:3" = 1'-0"A1.12
11 DOOR FRAME

SEE DETAIL BELOW
25 Rev 1 BLDC2024-0007 550 E 6th St sscissons 02/15/2024Page 948 of 2805

ALIGN
ALIGN
A10.11
1 A10.11
3 A10.11
1 CONC. RAMP
R
2 1/2"36" TYP.HANDRAILT.O. HANDRAIL
1-1/2" O.D. GALV. STEEL

PIPE HANDRAIL, PTD

START OF RADIUS
12" MIN.

LEVEL
1-1/2" O.D. GALV.

STEEL GUIDE RAIL, PTD.R 2 1/2"T.O. HANDRAIL

START OF RADIUS
NOTES:

1. MIN. 12" EXTENSION AT TOP AND BOTTOM OF RAMP RUN. EXTENSION SHALL

BE IN THE DIRECTION OF RAMP RUN EXCEPT CONTINUOUS HANDRAIL AT INSIDE TURN OF SWITCH-BACK OR DOGLEG RAMP. (11B -505.10)

2. EXTENSION SHALL RETURN TO WALL, GUARD OR LANDING SURFACE. NOTE THAT THE 12" DIMENSION IS FOR THE STRAIGHT PORTION OF HANDRAIL AND DOES NOT INCLUDE CURVED PORTION. SEE CBC FIG. 11B-505.10.1 LEVEL
12" MIN.HANDRAIL36" TYP.1-1/2" O.D. GALV. STEEL SCH.
40 POST @ 4" O.C. MAX, PTD.1' - 6"1' - 6"4"A10.11
4 A10.11
49 A10.11
9 A10.11MIN.3"MIN.9"MIN.
3"

SECTION 'A'

HANDRAIL POST

CORE AS REQUIRED,

FILL WITH NON-SHRINK
GROUT
CONC. RAMP

PROVIDE THICKENED
CONC. AT LOCATIONS OF

HANDRAIL POSTS
A
-
1"
8" TO FACE OF (E) BUILDING

FACE OF (E) BUILDING

ISOLATION JOINT
REINFORCED CONC. PAVING,

SEE CIVIL

AGGREGATE BASE

SEE CIVIL
STL. TROWEL CONTROL JOINT
WITH 1/4" RADIUS
NOTE:

1. PLACE CONTROL JOINT AT 10'-0" EACH WAY MAX. U.N.O.

2. SEE PLAN FOR LOCATIONS
MIN.1' - 0"REPLACE (E) ROOF DRAIN

PIPE WHERE OCCURS,
EXTEND TO FACE OF CONC.

CONC. RETAINING WALL
3/4" CHAMFER, TYP.

PAVING OR GRADE,

SEE CIVIL
1' - 0"2' - 0"
8" 6"

HANDRAIL OR GUARDRAIL

POST WHERE OCCURS
#4 HORIZ @ 16" O.C.
(4) #5 CONT.
(2) #4 CONT.
4" CONC. RAMP SLAB
13 A10.11

AGGREGATE BASE, SEE CIVIL
CONC. PAVING

REINFORCEMENT, SEE CIVIL
#4 VERT @ 16" O.C.

CONSTRUCTION JOINT

CORE DRILL FOR GUARDRAIL
(DO NOT CUT ANY REBAR)
CLEAR, TYP.
3" MIN.10"8"8"

COMPACTED
FILL

COMPACTED
FILL
NOTE:

1. GUARDRAIL REQUIRED AT ALL RAMP AND LANDING LOCATIONS GREATER THAN 30" ABOVE

ADJACENT GRADE

2. SLOPE OF GUARDRAIL SHALL FOLLOW THE SLOPE OF THE RAMP, TYP.≤ 4" TYP.SPACE EQUALLY UNO. 4' - 0" O.C. MAX

ALL CONNECTIONS TO

BE WELDED/GRINDED

SMOOTH WITH NO
ABRASIVE EDGES, TYP.
1-1/2" DIA. SCH. 40
GALV. STEEL PIPE

VERTICAL SUPPORTS,
PAINT FINISH TYP.
1-1/2" DIA. SCH. 40
GALV. STEEL PIPE RAIL,
PAINT FINISHED, TYP.3' - 6"13
A10.11

HANDRAIL WHERE
OCCURS, SEE PLAN.4"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"4 1/4"A10.11 3 A10.11
1 3-1/2" MAX.

A10.11
3 A10.11
1 4"4" MIN.TO TOP OF GAURDRAIL3' - 6"WHERE OCCURS3' - 0" TO TOP OF HANDRAILCONC. RETAINING WALL

CORE GUARDRAIL HOLE, SEE DETAIL
3/4" CHAMFER, TYP.MIN.9"4"ALL CONNECTIONS TO BE

WELDED/GRINDED SMOOTH WITH
NO ABRASIVE EDGES, TYP.4" MAX. TYP.1-1/2" DIA. SCH. 40 GALV. STEEL

PIPE VERTICAL SUPPORTS
SPACED AT 48" O.C. MAX, PAINT
FINISH TYP.
9 A10.11

AGGREGATE BASE, SEE CIVIL
8 A10.11

GUARDRAIL

ELEVATION
A10.11
14 COMPACTED FILL MIN.3"MIN.9"2" MIN.

SECTION 'A'

HANDRAIL

CORE AS REQUIRED,

FILL WITH NON-SHRINK
GROUTCONC. WALK /
RAMP
CONC. RETAINING WALL
A
-
1"
NOTE:

1. BASIS OF DESIGN:

A. MANUFACTURER: ARMOR-TILE TACTILE SYSTEM
B. PRODUCT: CAST IN PLACE AD DETECTABLE WARNING TILE
C. COLOR: FEDERAL COLOR No.: 33538 (YELLOW)

2. COMPLY WITH MANUFACTURER INSTALLATION AND HANDLING REQUIREMENTS.

3. FOR ADDITIONAL INFORMATION REFER TO DETAIL:

RECESSED DETECTABLE

WARNING

FLUSH TRANSITION

ALL SIDES
NEW CONC.

EXISTING
AC PAVING.2"1"SLABDEPRESSED1" MORTAR SETTING BED

COMPACTED
SUBGRADE TO 95%

COMPACTION
4" THICK, 3000 PSI CONC.
12 A10.11

DETECTABLE WARNINGS
TRUNCATED DOMES2.4" MAX.

2.3" MIN.2.4 MAX.2.3" MIN..65" MIN..92" MAX.
.90" MIN.
.47" MAX.
.45" MIN. 0.2"  DETECTABLE WARNINGS TRUNCATED DOMES NOTES:

1. COLOR SHALL BE YELLOW AND APPROXIMATE TO
FS 33538 OF FEDERAL STANDARD 595A.

PARKING
ONLY

MINIMUM
FINE $250

ACCESSIBLE
VAN
2" WHITE LETTERING
REFLECTIVE SIGN PANEL 18 GA.

MIN. GALV. STEEL WITH PORCELAIN

ENAMEL FINISH

BLUE BACKGROUND SHALL
APPROXIMATE FS15090 IN FEDERAL
STANDARD 595C
NOTES:

1. SIGN TO BE MOUNTED 80" A.F.F. TO

BOTTOM OF SIGN AT POLE MOUNTED
LOCATIONS.

2. SIGN TO BE 70 SQ. IN. MIN.

3. FOR SIGN POST MOUNTING SEE DETAIL

VAN SIGN AT VAN ACCESSIBLE STALL
1' - 0"2' - 0"6"16
A10.11
SIGN
2 1/2" SQ. GALV. STEEL POST

COMPLETE WITH TOP CAP

FINISH GRADE, CONCRETE
OR ASPHALT, TYP.

CONCRETE FOOTING
80" A.F.F. TO BOTTOM OF SIGNMIN.3' - 0"3"1' - 0"
BOLT SIGNS WITH 1/4" DIA.

STAINLESS STEEL MACHINE
BOLTS WITH DOUBLE NUTS, TYP.MIN.1 1/2"MIN.
1 1/2"

GUARDRAIL POST
1 1/2" DIAMETER
40 GALV. STEEL.

PIPE HANDRAIL,

PAINT FINISHED
1/2" DIA. SOLID STEEL ROD

WELDED TO HANDRAIL

AND EVERY VERTICAL

GUARDRAIL POST
TYP.

TYP.

CBC EXCERPT: SECTION 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 595C.

EXCEPTION: THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER COLORS TO COMPLEMENT DECOR OR UNIQUE DESIGN. THE SYMBOL CONTRAST SHALL BE LIGHT ON DARK OR DARK ON LIGHT.

PROPORTIONAL GRID

ACCESSIBLE
ROUTE
1" WHITE LETTERING
REFLECTIVE SIGN PANEL 18 GA.

MIN. GALV. STEEL WITH PORCELAIN

ENAMEL FINISH

BLUE BACKGROUND SHALL
APPROXIMATE FS15090 IN
FEDERAL STANDARD 595C
1' - 0"1' - 6"NOTES:

1. SIGN TO BE MOUNTED 80" A.F.F. TO BOTTOM OF SIGN AT POLE MOUNTED LOCATIONS.

2. SIGN TO BE 70 SQ. IN. MIN.

3. VERIFY ARROW DIRECTION WITH ARCHITECT PRIOR TO FABRICATION AND INSTALLATION OF POSTS.

SIGN POST, SEE DETAIL
16 A10.11

ISOLATION JOINT AND SEALANT
(E) EXTERIOR WALL FINISH
(E) WALL FOOTING

AGGREGATE BASE, SEE CIVIL

REINFORCED CONCRETE

PAVING, SEE CIVIL

HANDRAIL POST, SEE DETAIL
4 A10.11

COMPACTED FILL
CONC. RETAINING WALL

CHAMFER JOINT
NOTE:

1. SEE RAMP ELEVATIONS AND PLAN FOR LOCATIONS 1/2"1/2"EXISTING WOOD FRAMING EXISTING CONC. FOOTING/SILL
NEW CONC. CURB FOOTING PER DETAIL A & B BELOW
NEW 2X4 PT SILL, BOLT TO CURB WITH (2) 1/2" DIA. 3.5L HILTI KWIK BOLT TZ2 NEW 2X4 DF FRAMING/BLOCKING - ATTACH W/ 16D NAILS TYP.

CHIP BACK EXISTING STUCOO TO ALLOW FOR A NEW SEAMLESS STUCCO INFILL PROVIDE NEW 1/2 OSB TO MATH (E) WHERE OCCURS. PROVIDE NEW STUCCO,

METAL LATH, BUILDING PAPER TO EXISTING OPENING
INFILL EXISTING OPENING WITH 2X FRAMING, OSB, STUCCO, LATH, PAPER TO

BLEND SEAMLESS WITH EXISTING STUCCO

NEW DOOR PER DOOR SCHEDULE
NEW FRAMED OPENING WITH 4X6 DF HEADER, 2X4 DF TRIMMER AND KING

STUD RESTING ON EXISTING SILL PLATE
E1
E2
E3
01 02
03 04
05 06
07 08
EXISTING STUCCO FINISHE1

WEST ELEVATION VIEW NORTH ELEVATION VIEW
E2 04 05
03 02
01A
DEMO

EXISTING

DOOR AND

FRAME AND
INFILL

OPENING
E1

FACE OF

BUILDING

FACE OF

BUILDING
06 07
08 08
1' - 0"6"1' - 0"FOOTING SECTION VIEW "A"FOOTING SECTION VIEW "B" B PROVIDE (2) 12" LONG

DOWEL BARS INTO NEW AND

EXISTING FOOTING ON BOTH
ENDS TYP.
02 02
FINISH
GRADE
NOTES:

NEW DOOR LOCATION
SAWCUT AND REMOVE EXISTING CONC. CURB AND SILL PLATE AND PREP FOR NEW THRESHOLD AND DOOR.
09 09

ALIGN TO
EXISTING TYP.
04 REPAINT ENTIRE EXISTING

WEST AND NORTH

ELEVATION OF THIS LITTLE
SHED
E1 EXISTING EXTERIOR WALL OF BUILDING
E2 EXISTING GRATE OPENING, DO NOT BLOCK
01 NEW 3,500 PSI CONCRETE STEM WALLS TYP.
02 NEW L3x3x1/4", SPAN THE OPENING
PLUS. ATTACH W/ (2) 3/8" DIA. x 3"L.

INTO EXISTING STUDS
SECTION "A" - NTS - NORTH TO SOUTH
SECTION "B" - NTS - EAST AND WEST
SECTION "C" - NTS
STEM WALL PLAN -NTS:

B
A
C 02
E1
E2
E1
02 E2
STAINLESS STEEL GRATE "G6" BY

CONSTRUCTION SPECIALITES AS SOLD
BY WWW.C-SGROUP.COM OR EQUAL

STEM WALLS SHALL SLOPE TO MATCH THE SLOPE OF THE RAMPS
TYPICAL. VERIFY ALL SLOPES WITH THE CIVIL DRAWINGS. WHAT IS SHOWN IS THE MIN. STEM WALLS. CONTRACTOR CAN ADD

ADDITIONAL STEM WALLS AS THEY SEE FIT FOR EASE OF
CONSTRUCTION.
03 REBAR AT THIS LANDING SHALL #4
AT 6" ON CENTER EA. WAY.

NOTES:

PROVIDE 4" PVC PIPE CONNECTING TO
EXISTING DOWN SPOUTS. DRAINS

SHALL DAYLIGHT FLUSH WITH FACE OF
RAMP TYP. PROVIDE 1/4" SLOPE TYP.

STEM WALL TYP.

FOOTING BELOW

FACE OF

BUILDING

ISOLATION

MEMBRANE

AND SEALANT
TYP.
01 01
04 FOOTING TYP.
04 04
03 03
06 05
05 NEW L3x3x1/4", SPAN THE OPENING.

WELD TO EACH L-ANGLE.
06 NEW L3x3x1/4", SPAN THE OPENING
PLUS. ATTACH W/ (4) 3/8" DIA. x 3"L.

KWIK BOLT TZ2.

TYP.

BOTH
ENDS
3/16
3/16
3/16
3/16
TYP.

BOTH
ENDS 0505
05 02
05 06
NOTE:GRATE SHALL NOT HAVE
OPENINGS LARGER THAN 1/2"
IN ANY DIRECTION TYP.
07 NEW 3"SDR DRAIN W/ COMPACTED
SLOPING GRAVEL BED. DRAIN SHALL
SLOPE MIN. 1% TOWARD (E) STORM
DRAIN. CENTER DRAIN IN SPACE.
07 07
08 08
08 07
(E) CATCH BASIN. INTERCEPT LINE AND
CONNECT NOTE 7 TO IT.
09 09
09 07
1' - 5"8"#4 x 24" WELDED

EA SIDE OF PIPE
SLEEVE 2'-10" TYP.1' - 5"1/4" TOOL JOINT AT EA. STEP W/

CONTRASTING COLOR SEE ENLARGEMENT
1 1/2" DIA GALV

MTL HANDRAIL
BEND PIPE @

CORNER, TYP
3" DIA x 8" GALV PIPE

SLEEVE W/ BOT, FILL

W/ POR-ROK
#4 x 24"

WELDED EA

SIDE OF PIPE
SLEEVE
1' - 0"
2' - 0"4"2"
1"2'-10" TYP.1/4" TYP.1" TYP.2" TYP.

ENLARGEMENT
NOTE: SKETCH IS A DIAGRAM, PROVIDE

NUMBER OF STEPS AS SHOWN ON PLAN
6"COMPACTED FILL
6"SECTION VIEW
#4 REBAR AT 18" OC, #4 BARS AT 6" OC.PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:09 AM21-60100-00SITE DETAILSA10.11RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A10.11
5 RAMP SECTION 1
SCALE:1/8" = 1'-0"A10.11
10 RAMP SECTION 2
SCALE:3/4" = 1'-0"A10.11
3 TYPICAL RAMP HANDRAIL
SCALE:3" = 1'-0"A10.11
4 HANDRAIL POST AT BUILDING
SCALE:3" = 1'-0"A10.11
7 CONCRETE PAVING CONTROL JOINT
SCALE:1" = 1'-0"A10.11
1 CONCRETE RAMP AND RETAINING WALL SECTION
SCALE:3/4" = 1'-0"A10.11
8 TYPICAL GUARDRAIL ELEVATION
SCALE:1/8" = 1'-0"A10.11
15 RAMP SECTION 3
SCALE:1/8" = 1'-0"A10.11
20 RAMP SECTION 4
SCALE:1" = 1'-0"A10.11
13 RETAINING WALL GUARDRAIL
SCALE:3" = 1'-0"A10.11
9 HANDRAIL POST AT RETAINING WALL
SCALE:3" = 1'-0"A10.11
11 TACTILE WARNING SURFACE
SCALE:6" = 1'-0"A10.11
12 DETECTABLE WARNING - TRUNCATED DOMES
SCALE:1 1/2" = 1'-0"A10.11
17 ACCESSIBLE PARKING SIGN
SCALE:1/2" = 1'-0"A10.11
16 TYP. SIGN POST
SCALE:6" = 1'-0"A10.11
14 HANDRAIL CONNCTION DETAIL
SCALE:1" = 1'-0"A10.11
6 INTERNATIONAL SYMBOL OF ACCESSIBILITY
SCALE:1 1/2" = 1'-0"A10.11
18 ACCESSIBLE PATH SIGN
1 1/2" DIAMETER 40 GALV. STEEL

PIPE HANDRAIL, WHERE OCCURS
SCALE:1" = 1'-0"A10.11
21 ISOLATION JOINT AT BLDG.

SCALE:3" = 1'-0"A10.11
19 CONCRETE RETAINING WALL CHAMFER JOINT
SCALE:1/4" = 1'-0"A10.11
2 NEW DOOR FOR STORAGE RM.

SCALE:1/4" = 1'-0"A10.11
22 RAMP DETAILS
SCALE:3/4" = 1'-0"A10.11
23 STAIR SECTION
25 BLDC2024-0007 550 E 6th St
sscissons 01/30/2024

IIIEXISTINGBUILDINGORANGE AVE
PROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

PROJECT ISSUED:
© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVED
SEALS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:04 PM BY CHAD BURIANLAST SAVED ON: January 9, 2024 AT 2:00 PM BY CHAD J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-01.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
E
NGI
NEERS
T
A
TE OF C A L I F O R N IANo. C 59118

CI V I LTROYDAVID M
O
L
AUGExp. 6-30-2025 GRADING DEMOLITION NOTESPROTECT IN PLACE SPECIFIED ITEMSAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALTSAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALKADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE PER PRECISE GRADING PLANREMOVE EXISTING SPECIFIED UTILITY LINE12345GRADING CONSTRUCTION NOTESPROTECT IN PLACE EXISTING ITEMADJUST EXISTING ITEM TO PROPOSED FINISHED GRADEJOIN PROPOSED SURFACE TO EXISTING SURFACE PER DETAIL "A" ON SHEET C-5.1 WITH FLUSHTRANSITION, MATCH GRADE. DOWELING FOR PCC ONLYGRIND AND OVERLAY EXISTING ASPHALT SURFACE 0.12' MINIMUM PER DETAIL "A" ON SHEET C-5.1,WITH FLUSH TRANSITION, MATCH GRADECONSTRUCT 0.3' AC OVER 0.5' CRUSHED AGGREGATE BASE COMPACTED TO 95% RELATIVECOMPACTION, AND 12" SUBGRADE COMPACTED TO 90% RELATIVE COMPACTION. STRUCTURALSECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADING TO DETERMINESTRUCTURAL SECTION REQUIREMENTS.CONSTRUCT 4" PCC (520-C-2500) OVER 6" CRUSHED AGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION, WITH #4 BARS 18" O.C. BOTH WAYS, OVER 18" SUBGRADE COMPACTEDTO 90% RELATIVE COMPACTION; WITH THICKENED EDGE PER DETAIL "B" ON SHEET C-5.1.SCORING PATTERNS, COLOR AND FINISH PER ARCHITECT'S PLANS AND SPECIFICATIONS.STRUCTURAL SECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADINGTO DETERMINE STRUCTURAL SECTION REQUIREMENTS.CONSTRUCT CAST IN PLACE RETAINING WALL PER ARCHITECT'S DETAILS AND SPECIFICATIONSFURNISH AND INSTALL TRUNCATED DOMES PER ARCHITECT'S DETAIL AND SPECIFICATIONS1011121314151617C-1.1TITLE SHEET GRADING GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE CALIFORNIA BUILDING CODE. ALLCONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (APWA GREEN BOOK), LATEST EDITION AND AMENDMENTS. WHENEVER SPECIAL REQUIREMENTS CONFLICTON ANY SUBJECT MATTER, THE ENGINEER OF RECORD AND/OR THEIR REPRESENTATIVE WILL DETERMINE WHICH SPECIALREQUIREMENT AND/OR CODE WILL GOVERN.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING AND DISPOSAL OF THE PROPOSED WORK AREA.3.DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS IN ACCORDANCE WITH CITY, COUNTY, ANDSTATE ORDINANCES AND STATUTES.4.NO FILL SHALL BE PLACED ON THE EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL,DELETERIOUS MATERIAL AND PREPARED PER THE PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT.5.CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. ANY CUT SLOPE THAT IS NOTSTABLE SHALL BE OVEREXECAVATED AND RECOMPACTED AS INDICATED BY PROJECT SPECIFICATIONS AND GEOTECHNICALREPORT.6.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D1557-12 ANDCERTIFIED BY THE GEOTECHNICAL ENGINEER.7.AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE GEOTECHNICAL ENGINEER OR THEIRREPRESENTATIVE PRIOR TO PLACING OF FILL.8.ALL EXISTING FILLS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND STATE INSPECTOR OR THEIRREPRESENTATIVE BEFORE ANY ADDITIONAL FILLS ARE ADDED.9.SLOPES EXCEEDING FIVE FEET IN HEIGHT MUST BE PLANTED WITH AN APPROVED IRRIGATION SYSTEM UNLESS OTHERWISENOTED ON LANDSCAPE ARCHITECTS PLANS.10.THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE OWNER IF IT IS TO BE ONSITE AND THE AGENCY WITHJURISDICTION IF IT IS TO BE OFFSITE.11.ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SITE GEOTECHNICAL ENGINEER AND PER THE APWA.12.SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERINGGEOLOGIST SHALL RECOMMEND NECESSARY TREATMENT TO THE PROJECT ARCHITECT FOR APPROVAL.13.THE FINAL COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL CONTAIN THE TYPE OF FIELDTESTING PERFORMED. THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE, NUCLEAR GAGE, ORDRIVE RING SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMEDTO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.14.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.15.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.16.ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORMCONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECTADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BEHELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.17.EXPORT SOILS MUST GO TO A LEGAL DUMP SITE OR TO A PERMITTED SITE APPROVED BY THE LOCAL AGENCY HAVINGJURISDICTION.18.PERMISSION IS REQUIRED FROM THE ADJACENT PROPERTY OWNER WHENEVER WORK IS PROPOSED ACROSS THEPROPERTY LINE.19.ANY DIRT, ROCK OR CONSTRUCTION MATERIAL THAT MAY BE TRACKED OR DROPPED WITHIN THE PUBLIC RIGHT-OF-WAYDURING THE TRANSPORTATION OF SAID MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED ORREMOVED DAILY.20.DIRT ACCESS RAMPS OVER CURB AND GUTTER TO CONSTRUCTION SITE ARE NOT ALLOWED. WHEN NECESSARY FORENTRANCE TO SUCH CONSTRUCTION SITES, ASPHALT RAMPS WITH A MINIMUM 3" DIAMETER PIPE WILL BE CONSTRUCTED TOCONVEY GUTTER DRAINAGE. ALL BASE, GRAVEL, SOIL OR OTHER MATERIAL CARRIED INTO THE ROADWAY BY CONTRACTORSPERSONNEL OR EQUIPMENT WILL BE CLEANED AS NECESSARY AND NO LESS THAN ONCE A DAY. TRUCKS HAULING BASE,GRAVEL, FILL OR EXPORT MATERIALS WITHIN CITY LIMITS WILL BE TARPED AS NECESSARY TO PREVENT MATERIAL FROMSPILLING INTO THE ROADWAY.21.PRIOR TO ANY CONSTRUCTION WHICH INVOLVES HAZARDOUS CONDITIONS, THE CONTRACTOR SHALL FIRST OBTAIN APERMIT FROM THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DOSH).22.PROPOSED REVISIONS TO THE GRADING PLAN SHALL BE DRAWN IN RED PENCIL ON BLUELINES OF THE APPROVED PLAN.THESE BLUELINES ARE THEN TO BE SUBMITTED TO THE OWNERS REPRESENTATIVES FOR REVIEW AND APPROVAL. ONLYAFTER THE BLUELINE APPROVAL IS GIVEN SHOULD THE ORIGINALS BE AS-BUILT BY THE CONTRACTOR/CM.23.RULE 403, AIR QUALITY CONTROL MANAGEMENT DISTRICT, MUST BE IMPLEMENTED BY CONTRACTORS DURINGCONSTRUCTION.24.CONSTRUCTION ACTIVITIES SHALL OCCUR ONLY BETWEEN THE HOURS OF 7:00 A.M. AND 7:00 P.M. MONDAY THROUGH FRIDAY,AND BETWEEN THE HOURS OF 9:00 A.M. AND 6:00 P.M. ON SATURDAYS. NO CONSTRUCTION ACTIVITIES SHALL BE PERMITTEDOUTSIDE OF THESE PERMITTED HOURS OR ON SUNDAY AND FEDERAL HOLIDAYS.25.CONSTRUCTION PARKING SHALL BE ONSITE. TRAFFIC CONTROL AND ACCESS SHALL BE IN ACCORDANCE WITH THE GENERALCONDITION REQUIREMENTS.26.TRUCKS AND LARGE CONSTRUCTION VEHICLES WILL OBTAIN APPROVED TRUCK ROUTES FROM THE CITY AND/OR THECOUNTY.27.THE CONTRACTOR SHALL CONTROL DUST IN AREAS USED FOR OFF-ROAD PARKING, MATERIALS LAYDOWN OR THOSEAWAITING FUTURE CONSTRUCTION. FREQUENTLY ACCESSED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO MINIMIZEDIRT TRACKOUT TO THE PUBLIC RIGHT OF WAY.28.THE CONTRACTOR SHALL UTILIZE MEASURES TO PREVENT DIRT FROM BEING TRACKED, WASHED BLOWN OR OTHERWISECONVEYED ONTO PAVED ROADWAYS, AND WILL WASH OR SWEEP CONSTRUCTION ACCESS POINTS ON A ROUTINE BASIS ASSPECIFIED BY THE COUNTY AT A PREGRADE MEETING AS WELL AS WHENEVER DIRT IS VISIBLE MORE THAN 50 FEET FROMTHE ACCESS POINT INDEPENDENT OF THE ROUTINE CLEAN-UP SCHEDULE.29.TRUCKS USED IN HAULING DIRT TO OR FROM THE SITE ON PUBLIC ROADS WILL BE COVERED OR WILL MAINTAIN A SIX INCHDIFFERENTIAL BETWEEN THE MAXIMUM HEIGHT OF ANY HAULED MATERIAL AND THE TOP OF THE TRAILER. HAUL TRUCKDRIVERS WILL LOAD PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORTATION.30.POST CONSTRUCTION LID PRINCIPLES, TREATMENT CONTROL AND/OR LID BMPS, ONCE PLACED INTO OPERATION FORPOST-CONSTRUCTION WATER QUALITY CONTROL, SHALL NOT BE USED TO TREAT RUNOFF FROM CONSTRUCTION SITES ORUN-STABILIZED AREAS OF THE SITE.DEMOLITION GENERAL NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALLSTRUCTURES ABOVE AND OR BELOW GROUND. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED ANDREMOVED AS REQUIRED BY LOCAL AND OR STATE LAWS.2.THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE IMPROVEMENTS, UTILITYFACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT TO BE REMOVED.3.ALL JOIN LINES SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUT EDGE SHALL BEPROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RE CUT PRIOR TO JOINING.4.ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTS INCLUDING, BUT NOT LIMITEDTO, BUILDING FOUNDATIONS, UTILITIES AND APPURTENANCES, TREES, SIGNS, AND STRUCTURES, ETC. SHALL BE REMOVEDAND DISPOSED BY THE CONTRACTOR, UNLESS OTHERWISE INDICATED HEREIN, OR AS DIRECTED BY THE ARCHITECT ORENGINEER.5.THE CONTRACTOR SHALL PROTECT ALL EXISTING CONCRETE FROM DAMAGE CAUSED BY THEIR OPERATIONS. ANYCONCRETE DAMAGED DURING THEIR OPERATIONS SHALL BE SAWCUT AND REPLACED AT NO COST TO THE OWNER. ANYEXISTING CONCRETE IDENTIFIED AS POTENTIALLY NEEDING TO BE REPLACED SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER OR THE OWNERS REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK.6.THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING OPERATIONS AS NECESSARYTO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSAL OF ALL REMOVED MATERIALS, AND ALL ASSOCIATEDCOSTS.7.REMOVE OR RELOCATE ALL EXISTING ITEMS WITHIN LIMITS OF REMOVAL THAT ARE NOT WITHIN CIVIL SCOPE PERAPPROPRIATE CONSULTANTS PLANS AND SPECIFICATIONS.8.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND DETERMINE THE EXTENT OF DEMOLITIONBASED ON THE PROPOSED IMPROVEMENTS SHOWN IN THIS SET OF PLANS.ASPHALT PAVING GENERAL NOTES 1.A PRE-PAVING MEETING IS REQUIRED 48 HOURS PRIOR TO PAVING. THE PROJECT INSPECTOR SHALL BE IN ATTENDANCE.2.THE AGGREGATE BASE SECTION SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY. MAXIMUM AND FIELDDENSITY TO BE DETERMINED IN ACCORDANCE WITH ASTM D1557-12 MODIFIED.3.A "TACK COAT" (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, AND ON EXISTING PAVEMENT TO BERESURFACED AT A RATE OF 0.10 GAL./SQ.YD. THE TACK COAT SHALL BE A TYPE SSI ASPHALT EMULSION.4.THE ASPHALT CONCRETE FOR PARKING LOTS SHALL BE CLASS C2 AS SPECIFIED IN SECTION 203-6, STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST APPROVED EDITION. THE PAVING ASPHALT TO BE MIXED WITHAGGREGATE SHALL CONFORM TO THE PROVISIONS OF SECTION 203-1 AND SHALL BE STEAMED REFINED ASPHALT WITH APERFORMANCE GRADE OF PG-64-10 TO THE SATISFACTION OF THE ENGINEER.5.ASPHALT CONCRETE PAVEMENT SHALL BE DISTRIBUTED AND SPREAD IN ACCORDANCE WITH SECTION 302-5.5 OF THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE MAXIMUM LIFT DURING SPREADING SHALL BE 3"COMPACTED THICKNESS.6.A QUALIFIED PAVING INSPECTOR IS REQUIRED DURING PAVING OPERATIONS AT THE JOB SITE AND AT THE ASPHALT PLANT.ASPHALT TICKETS SHALL BE PROVIDED TO THE INSPECTOR FOR ALL LOADS.7.ALL ASPHALT AREAS SHALL BE PAVED AT A MINIMUM GRADIENT OF 1.25%.ACCESSIBILITY NOTES 1.ALL SLOPES IN THE DIRECTION OF TRAVEL SHOWN ON THIS PLAN WERE DESIGNED BELOW THE MAXIMUM ALLOWED GRADESBY THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (2010 ADAS OR CBC) IN ORDER TO ALLOW FOR CONSTRUCTIONTOLERANCES. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO FAMILIARIZE THEMSELVES WITH THE ADAS AND CBC ANDIN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THANSHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE DESIGN ENGINEER SHALL BE NOTIFIED SO THAT AN ACCEPTABLESOLUTION CAN BE DETERMINED.2.THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO ACCESSIBILITY FOR THISPROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDSMAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY CBC OR ADAS ARE SUBJECT TO REJECTION BY THEINSPECTOR AND SHALL BE REMOVED AND REPLACED.3.SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE GENERALCONTRACTOR OR THEIR SUB-CONTRACTORS DURING THE GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVILENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADAS RELATED ITEMS OF THISPROJECT BY THE INSPECTING AUTHORITY OR OTHER AFFECTED PARTIES.4.COMPLIANCE WITH THE CONSTRUCTION REQUIREMENTS FOR ACCESSIBILITY WILL BE THE SOLE RESPONSIBILITY OF THECONTRACTOR AND THEIR SUB-CONTRACTORS.UTILITY GENERAL NOTES 1.ALL WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 80 PVC, PER ASTM D-1784 WITH SOLVENT WELD FITTINGS. ALLWATER LINES 4" AND GREATER SHALL BE CLASS 235 C900 PVC.2.THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TESTS OF ALL TRENCH BACKFILL ANDSUBMIT THEM TO THE CONSTRUCTION MANAGER FOR APPROVAL. ALL BEDDING SHALL HAVE A SAND EQUIVALENT OF 30 ORBETTER.3.A PIPE "DEFLECTOR' OR "REROUNDER" SHALL NOT BE USED TO REROUND OVERDEFLECTED PIPES.4.ALL UNDERGROUND FERROUS METALS ARE TO BE PROTECTED FROM CORROSION WITH 40 MIL EXTRUDED POLYETHYLENE,20 MIL PLASTIC TAPE OVER PRIMER PER AWWA STANDARD C209, OR HOT APPLIED COAL TAR ENAMEL OR TAPE PER AWWASTANDARD C203.5.BARE STEEL APPURTENANCES SUCH AS BOLTS, JOINT HARNESSES OR FLEXIBLE COUPLINGS SHOULD BE COATED WITH ACOAL TAR OR RUBBER-BASED MASTIC AFTER ASSEMBLY.6.CONTRACTOR SHALL EXPOSE ALL EXISTING WATER & SEWER PIPELINES AT PROPOSED CONNECTION POINTS TO CONFIRMMATERIAL TYPES LOCATION, AND ELEVATION PRIOR TO BEGINNING CONSTRUCTION.7.ALL UNDERGROUND PIPELINES SHALL HAVE UNDERGROUND WARNING TAPE PLACED 12" ABOVE THE LINES IN THE TRENCH.NON-METALLIC LINES SHALL HAVE METALLIC LINED TAPE.8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTINGUTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT.9.WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORTTHOSE IMPROVEMENTS IN A MANNER APPROVED BY THE PROJECT ENGINEER OR THE CONTRACTOR SHALL SAWCUT,REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.10.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BYPOTHOLING OR OTHER MEANS), CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 800/227-2600 ATLEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES.11.CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS.12.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONSEXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITHWORK.13.PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTEDAND DOCUMENTED BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION, THE CONTRACTORSHALL PAY A REGISTERED LICENSED LAND SURVEYOR OR ENGINEER TO RESET SUCH MONUMENTS, UNLESS OTHERWISESPECIFIED OR DESIGNATED.14.ALL STORM DRAIN PIPES SHALL BE INSTALLED AT STRAIGHT GRADES BETWEEN INVERT ELEVATIONS INDICATED. ALL STORMDRAIN CONNECTIONS SHALL BE MADE WITH WYE'S, TEES SHALL NOT BE USED. ALL PIPES SHALL BE LAID WITH BELL END OFPIPE FACING UPSTREAM.15.ALL CHANGES IN HORIZONTAL ALIGNMENT OF STORM DRAIN PIPE SHALL BE ACCOMPLISHED BY USE OF MANUFACTUREDFITTINGS AND ELBOWS, AND WHERE ADDITIONALLY NECESSARY, PIPE JOINT DEFLECTIONS WITHIN ALLOWABLE LIMITS PERTHE PRODUCT SPECIFICATIONS.16.ALL WET UTILITY TRENCHES, BEDDING AND BACKFILL SHALL CONFORM TO SECTION 306-1.2.1 OF THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SUBSTITUTION OF BEDDING MATERIAL SHALL BE APPROVED BY THEPROJECT CIVIL ENGINEER.17.THE CONTRACTOR SHALL PERFORM TESTING, FLUSHING AND DISINFECTING OF SYSTEMS IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS.18.THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH THE PROJECTSPECIFICATIONS.19.ALL PIPE SIZE REFERENCES ARE MINIMUM INSIDE DIAMETER SIZE. HORIZONTAL DIMENSIONS SHOWN ON THESE PLANS ARETO CENTERLINE OF PIPES.20.NATURAL GAS SERVICE LINES MAY BE INSTALLED IN A COMMON TRENCH WITH WATERLINES IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS.21.DRINKING FOUNTAIN AND IRRIGATION APPURTENANCES SHOWN HEREON ARE APPROXIMATE AND THE CONTRACTOR SHALLREFER TO THE ARCHITECTS PLANS FOR THE EXACT LOCATION.INDEX MAPSCALE: 1" = 20'PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCTTHEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALLCONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THEU.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETYORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORSCOMPLIANCE WITH SAID REGULATIONS AND ORDERS.CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THISREQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTORSHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ORALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THESOLE NEGLIGENCE OF THE OWNER OR ENGINEER.THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANSARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACTLOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTORSHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TODETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANYDAMAGE OR PROTECTION TO THESE LINES.LEGENDACASPHALT CONCRETEADAAMERICAN DISABILITIES ACTBFDBACKFLOW DEVICECFCURB FACECLFCHAINLINK FENCECOCLEANOUTCONCCONCRETEDCDADOUBLE CHECK DETECTOR ASSEMBLYELECELECTRICEOCEDGE OF CONCRETEEPEDGE OF PAVEMENTFDCFIRE DEPARTMENT CONNECTIONFFFINISHED FLOORFGFINISHED GROUNDFHFIRE HYDRANTFLFLOWLINEFSFINISHED SURFACEHPHIGH POINTIEINVERT (SD)INVINVERT (SEWER)L/ALANDSCAPE AREAP/APLANTER AREAPIVPOST INDICATOR VALVEPOCPOINT OF CONNECTIONPPPOWER POLESWSIDEWALKTBTOP OF BERMTCTOP OF CURBTFTOP OF FOOTINGTGTOP OF GRATETOEBOTTOM OF SLOPETOPTOP OF SLOPETPTOP OF PAVEMENTTWTOP OF WALLUTILUTILITYWMWATER METERWVWATER VALVEDSWFDSFWEGDPROPOSED SLURRY/CRACK REPAIRPARKING AC PAVINGDRIVE AISLE AC PAVINGFIRE LANE AC PAVINGPEDESTRIAN PCC SURFACEFIRE LANE PCC SURFACEGOPHER SLABGRIND AND OVERLAYLIMITS OF REMOVALCLEANOUTCONTROL POINTDOUBLE DETECTOR CHECKDRAIN BOXFIRE DEPARTMENT CONNECTIONFIRE HYDRANTMANHOLEPOST INDICATOR VALVEPOWER POLESIGNTREECHANGE IN AC/PCC THICKNESSDIRECTION OF SLOPEEDGE OF PAVEMENTEXISTING ELECTRIC LINEEXISTING FIRE LINEEXISTING GAS LINEEXISTING SEWER LINEEXISTING STORM DRAINEXISTING STORM DRAINEXISTING WATER LINEFLOWLINEGRADEBREAK/RIDGELINEPROPOSED FIRE LINEPROPOSED RETAINING WALLPROPOSED SEWER LINEPROPOSED STORM DRAINPROPOSED WATER LINEVICINITY MAPNOT TO SCALECall 2 Working Days811Before You Dig!SHEET INDEXSHEET NUMBERSHEET TITLEC-1.1TITLE SHEETC-2.1TOPOGRAPHIC MAPC-3.1PRECISE GRADING PLANC-4.1HORIZONTAL CONTROLC-5.1DETAIL SHEETINTERSTATE10798TH STREET9TH STREETORANGE AVENUE

MAGNOLIA AVENUE
7TH STREETMAPLE AVENUE

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IIIN88°10'32"E104215.79'S69°28'36"E195947.79'N47°46'26"W107155.02'GRADING DEMOLITION NOTESPROTECT IN PLACE SPECIFIED ITEMSAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALTSAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALKADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE PER PRECISE GRADING PLANREMOVE EXISTING SPECIFIED UTILITY LINE12345 CONTROL TABLEPOINT #123456NORTHING2282785.94202282839.39202282793.56102282787.39242282714.51922282829.0099EASTING6341830.99906341886.82506341774.30906341855.13386341858.22116341854.9920ELEVATION2618.352617.132618.632618.002618.232617.10DESCRIPTIONMNSCORED XMNMNSCORED XMNIII123456(2618) (26
1 6
)
(2616)(2617)(2618)(2618)
(2
6 1
8 )
(2620)
(2620)EXISTING BUILDING(FF=22.06±)ORANGE AVE3 2222LIMITS OF REMOVAL114555LIMITS OF REMOVALLIMITS OF REMOVALLIMITS OF REMOVAL(17.98)TP(17.79)TP(17.52)TP(17.16)TP(16.89)TP(17.54)TP(18.17)TP(18.31)TP(18.30)TP(18.53)TP(18.34)TP(17.95)TP(17.29)TP(16.74)GAS UTIL(16.73EOC)(16.73EP)(16.83EOC)(16.82EP)(16.86EOC)(16.84NG)(17.16EOC)(17.12EP)(17.64EOC)(17.63EP)(17.71)EOC(17.28)ELEC UB(15.65TC X)(15.64EP)(17.11)TC(15.41TC X)(15.40EP)(16.62TC)(15.29EP)(16.61)TC(15.66)TP(15.76)TP(15.94)TP(16.20)TP(16.25)TP(16.41)SMH(16.45)TP(16.64)TP(16.69)TP(16.72)TP(17.45TC)(16.48EP)(17.49TC)(16.39EP)(17.38TC)(16.03CFL)(17.30)NG(17.40TC)(16.07EP)(17.10)NG(17.15TC)(16.01EP)(17.07TC)(15.79EP)(17.08TC)(15.65EP)(16.46)FSC(16.63EOC)(16.64EP)(16.77)FH(17.12)EOC(17.09)EOC(16.95)EOC(17.08)EOC(17.06)EOC(17.00)EOC(16.79EOC)(16.76EP)(17.09)EP(18.69)EP(18.71EOC)(18.74EP)(18.63)NG(18.45EOC)(18.45EP)(18.79)BSG(18.85)TC X(18.83TC X)(18.81CFL)(19.27)TC(19.27)TC(20.02TC)(19.75CFL)(20.12TC)(19.87CFL)(18.91)EOC(19.83EOC)(18.85EOC)(19.89EOC)(18.79EOC)(18.85)EOC(18.85)EOC(18.70)EOC(18.84)EOC(19.06)HB(22.05EOC)(19.38EOC)(19.34)EOC(19.18)CO(19.14)CO(21.41EOC)(18.98EOC)(18.92)EOC(18.95EP)(18.89EOC)(18.82)ADA PS(18.76)ADA PS(18.53)ADA PS(18.50)ADA PS(18.59EOC)(18.53EP)(18.62EOC)(18.60EP)(19.38)INV WALL DRAIN(21.19EOC)(18.65EP)(18.93)INV WALL DRAIN(20.63)EOC(20.09EOC)(18.23EP)(22.06FF)(22.10TH)(22.03DH)(20.48EOC)(20.15)EOC(19.77EOC)(18.48NG)(18.44)AC UNIT(18.24) ELEC UTIL(18.22)ELEC UTIL(17.37)NG(17.66)EOC(17.78)EOC(17.83)NG(17.77)EOC(17.90)EOC(17.98)EOC(17.89)NG(18.03)EOC(17.86)EOC(17.90)EOC(18.00)EOC(18.06)EOC(18.06)EOC(18.09)EOC(18.38)NG(18.00TC)(17.46CFL)(17.98TC)(17.96CFL)(18.01TC)(17.84CFL)(17.95)EOC(18.01)EOC(17.83)NG(18.14EOC)(18.05NG)(19.96TW)(18.14NG)(22.34TW)(18.21NG)(19.93TW)(18.60EOC)(22.38TW)(21.62EOC)(22.37TW)(21.58EOC)(22.13)EOC(22.10)EOC(22.07)EOC(22.12)EOC(22.08)EOC(22.05)EOC(22.06)DH(22.08FF)(22.12TH)(22.12)EOC(22.12)EOC(22.40)TW(19.93TW)(18.37NG)(19.95TW)(18.54EOC)(18.18EOC)(18.08NG)(18.09TC)(18.02CFL)(17.87TC)(17.22CFL)(18.29)NG(18.82EOC)(18.04NG)(18.93)EOC(18.36)HB(17.75)EOC(17.77)EOC(17.84)ELEC UTIL(18.17)ELEC UTIL(17.66)NG(18.32EOC)(18.18NG)(17.87EOC)(17.87EP)(17.28)GA(17.96)EOC(21.28)EOC(21.37)UNK UTIL(22.03)EOC(22.08)DH(22.02FF)(22.05TH)(21.99)DH(17.95)ADA PS(17.99)ADA PS(18.10)ADA PS(18.38)ADA PS(18.25)ADA PS(18.44)ADA PS(18.13)ADA PS(16.90)PP 129341E(17.88)EOC(19.79EOC)(18.09EP)(18.24) ELEC UTIL (19.07)INV WALL DRAINEXISTINGELEC UTILEXISTINGAC UNITEXISTINGUNK UTILEXISTINGWALL DRAINEXISTINGWALL DRAINEXISTINGWALL DRAIN(18.75EP)(18.78EOC)322LIMITS OF REMOVAL311ASPHALT HATCHCONCRETE HATCHTOPOGRAPHIC LEGEND: CURB & GUTTEREDGE OF PAVEMENTCONTROL POINTFLOWLINECONTOUR(100)(99)1EDGE OF CONCRETE / BRICKGRADE BREAKIRRIGATION CONTROL VALVEITREEDRAINACASPHALTIC CONCRETEACBASPHALT CONCRETE BERMADAAMERICAN DISABILITY ACTBSGBACKSIDE GROOVECBCATCH BASINCFLCURB FLOWLINECLFCHAIN LINK FENCECOCLEANOUTCOLCOLUMNCOMMCOMMUNICATIONCONCCONCRETECORCORNERDFDRINKING FOUNTAINDHDOOR HINGEDIDRAIN INLETDIC DRAIN INLET CORNERDRDIRECT REFLECTIONDSDOWNSPOUTELECELECTRICITYEOBEDGE OF BRICKEOCEDGE OF CONCRETEEPEDGE OF PAVEMENTETPEDGE OF TRAVELED PATHFAFIRE ACCESSFDCFIRE DEPARTMENT CONNECTIONFFFINISHED FLOORFHFIRE HYDRANTFLFLOWLINEFPFLAG POLEFSCFINISHED SURFACE CONCRETEGBGRADE BREAKGLGUTTER LIPICVIRRIGATION CONTROL VALVEIEINVERT STORM DRAININVINVERT SEWERLTLIGHTMBMAILBOXMNMAGNAILNGNATURAL GROUNDPIVPOST INDICATOR VALVEPPPOWER POLEPSPAINT STRIPESCOSEWER CLEANOUTSDCOSTORM DRAIN CLEAN OUTSDMHSTORM DRAIN MAN HOLESMHSEWER MANHOLESTFSTEEL TUBE FENCETCTOP OF CURBTDTRUNCATED DOMESTHTHRESHOLDTLTRAFFIC LIGHTTOPTOP OF PIPETPTOP OF PAVEMENTTWTOP OF WALLUBUTILITY BOXUNKUNKOWNUTILUTILITYUVUTILITY VAULTVLTVAULTWCWALL CORNERWIFWROUGHT IRON FENCEWSWHEEL STOPPOST INDICATOR VALVEFIRE DEPARTMENT CONNECTIONSIGNMANHOLELIGHT FIRE HYDRANTDOORPOWER POLEWALLGENERAL NOTES:THE FIELD TOPOGRAPHY SHOWN HERON WAS COMPILED BY FIELD SURVEY PERFORMED ON 08/07/2023 BYEPIC ENGINEERS.IN PREPARING THESE PLANS, EPIC ENGINEERS, INC. DID A THOROUGH SEARCH FOR ALL EXISTING PLANSAND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES. EPIC ENGINEERS, INC.PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANYUNDERGROUND OR ABOVE GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OFPREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT @ 811 TOVERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IFTHERE IS ANY MATERIAL DISCREPANCY.BASIS OF BEARINGS:THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM:BASED LOCALLY ON CONTINUOUS OPERATING REFERENCE STATIONS (CORS):ALL BEARINGS SHOWN ON THIS MAP ARE GRID. ALL DISTANCES ARE GROUND DISTANCES UNLESSSPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY ACOMBINATION FACTOR OF:CALCULATIONS ARE MADE AT THE BASE CONTROL POINT NO. 1 WITH COORDINATES OF:NORTHING: EASTING:ELEVATION:SPC 0406, ZONE VI"DSSC" "MLFP" AND "P584" NAD 83 (2011) EPOCH 2010.000.999887882282785.942'6341830.999'2618.35'SURVEYOR'S NOTE:THE POINT 1 CONTROL AND CONTINUOUS OPERATING REFERENCE STATION TIES ARE SHOWN ON THEDIAGRAM BELOW AND ARE REFERENCED ON BASIS OF BEARINGS STATEMENT.0SCALE: 1"=10'10203040BENCHMARK:VERTICAL CONTROL FOR THIS SURVEY IS AS ESTABLISHED BY STATIC GPS BASED ONTHE CORS STATIONS LISTED UNDER THE BASIS OF BEARINGS SHOWN HEREON. A TEMPORARY BENCHMARK WAS ESTABLISHED AT THE BASE CONTROL POINT NO. 1 REFERENCED ABOVE DESCRIPTION: ELEVATION: NAVD88 GEOID18MN2618.35' (NAVD88)1CORS ID: MLFPNORTHING: 2279468.18EASTING: 6237668.03CORS ID: DSSCNORTHING: 2210771.47EASTING: 6421179.06DOUBLE DETECTORCHECK ASSEMBLYCall 2 Working Days811Before You Dig!GRADING DEMOLITION NOTESPROTECT IN PLACE SPECIFIED ITEMSAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALTSAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALKADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE PER PRECISE GRADING PLANREMOVE EXISTING SPECIFIED UTILITY LINE12345PROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

PROJECT ISSUED:
© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVED
SEALS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:04 PM BY CHAD BURIANLAST SAVED ON: January 5, 2024 AT 6:35 PM BY CHAD J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-02.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
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IIIEXISTING BUILDING(FF=22.06±)ORANGE AVE RECONNECT EXISTING PIPETO WALL FACE GBGBGBGBGB GB
GB
GB
(18.06)FS(18.12)FS18.14FS/TW22.02FS/TW22.02FS21.81FS/TW21.81FS22.02FS20.63FS20.63FS20.63FS/TWRECONNECT EXISTING PIPETO WALL FACE20.55FS/TW21.81FS21.72FS/TW7.9%7.7%1.3%20.23FS/TW21.72FS/TW20.25FS/TW20.23FS/TW20.33FS/TW(18.00)FS1.8%1.5%GB8.2%8.2%1.5%

1.5%1212151515151616161616161616EXISTINGUNK UTIL11EXISTINGAC SURFACE10EXISTINGPCC SURFACE10EXISTINGPCC SURFACE10EXISTINGAC UNIT101.5%18.20FS/TW1.5%1.0%EXISTINGELEC UTIL10EXISTINGELEC UTIL10EXISTINGSEWER MH10EXISTINGNATURAL GROUND10EXISTINGVAULT10EXISTINGNATURAL GROUND1018.06FS(18.25)FS(18.02)FS(17.94)FS(17.98)FS(18.31)FS1218.13FS/TW20.64FS/TW20.59FS/TW20.49FS/TWGBGB

20.55FS/TW20.63FS/TW1.5%GB1.7%1.2%15EXISTINGPCC SURFACE10EXISTINGPCC SURFACE101218.97FS/TW18.97FS/TW18.84FS12131213(18.59)FS(18.41)FS14151213141213141213141.5%(18.86)FSL/AL/AL/AL/AL/AGB GB(18.45)FS18.94FS1.9%2.4%2 .
1%

3. 6
%19.07FS18.03FS4.8%18.85FS(18.70)FS18.89FS18.96FS18.88FS18.61FS18.48FS171718.96FS/TW(18.95)FS(19.32)FSEXISTINGCLEANOUT19.35FS19.01FS1015DDD 1 D2D
321.81FS/TW20.33FS/TW18.56IE/FG(18.85)FG(18.66FG)(18.78)FG(18.84)FG18.53IE18.23IE18.20IE/FSLIMITS OF GRADING(18.70)FG1 .
0%STORM DRAIN LINE DATA TABLENAMED1D2D3BEARINGN45° 27' 25"ES89° 32' 35"EN45° 27' 25"ELENGTH5.0754.745.07SLOPES=0.0055S=0.0055S=0.0055DESCRIPTION4" SDR 35 PVC STORM DRAIN PIPE4" SDR 35 PVC STORM DRAIN PIPE4" SDR 35 PVC STORM DRAIN PIPEPROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

PROJECT ISSUED:
© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVED
SEALS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:04 PM BY CHAD BURIANLAST SAVED ON: January 8, 2024 AT 7:43 AM BY ZAHIR J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-03.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
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CI V I LTROYDAVID M
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AUGExp. 6-30-2025 GRADING CONSTRUCTION NOTESPROTECT IN PLACE EXISTING ITEMADJUST EXISTING ITEM TO PROPOSED FINISHED GRADEJOIN PROPOSED SURFACE TO EXISTING SURFACE PER DETAIL "A" ON SHEET C-5.1 WITH FLUSHTRANSITION, MATCH GRADE. DOWELING FOR PCC ONLYGRIND AND OVERLAY EXISTING ASPHALT SURFACE 0.12' MINIMUM PER DETAIL "A" ON SHEET C-5.1,WITH FLUSH TRANSITION, MATCH GRADECONSTRUCT 0.3' AC OVER 0.5' CRUSHED AGGREGATE BASE COMPACTED TO 95% RELATIVECOMPACTION, AND 12" SUBGRADE COMPACTED TO 90% RELATIVE COMPACTION. STRUCTURALSECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADING TO DETERMINESTRUCTURAL SECTION REQUIREMENTS.CONSTRUCT 4" PCC (520-C-2500) OVER 6" CRUSHED AGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION, WITH #4 BARS 18" O.C. BOTH WAYS, OVER 18" SUBGRADE COMPACTEDTO 90% RELATIVE COMPACTION; WITH THICKENED EDGE PER DETAIL "B" ON SHEET C-5.1.SCORING PATTERNS, COLOR AND FINISH PER ARCHITECT'S PLANS AND SPECIFICATIONS.STRUCTURAL SECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADINGTO DETERMINE STRUCTURAL SECTION REQUIREMENTS.CONSTRUCT CAST IN PLACE RETAINING WALL PER ARCHITECT'S DETAILS AND SPECIFICATIONSFURNISH AND INSTALL TRUNCATED DOMES PER ARCHITECT'S DETAIL AND SPECIFICATIONS1011121314151617Call 2 Working Days811Before You Dig!0SCALE: 1"=10'10203040C-3.1PRECISE GRADING PLAN BLDC2023-0091 550 E 6th Stsscissons01/10/2024Page 952 of 2805

IIIEXISTINGBUILDINGORANGE AVE6.5'14.84'4.66'31.75'
2'16.03'2'1'11.71'

6.5'6'7.17'6'6'8.89'3.56'4.86'

7.5'15.33'2'6'15.5'18'4.35'2'2'2'100001000110002100031000410005L1 L2L3
L4
L5L6 L7L8 1'10006100071000810009100101001210013100141001510.94'3'3'2.5'LINE DATA TABLELINEL1L2L3L4L5L6L7L8BEARINGS00° 27' 24.83"WS89° 32' 35.17"ES00° 27' 02.65"WS00° 27' 24.83"WS89° 32' 35.17"ES00° 27' 24.83"WN89° 32' 35.17"WN00° 27' 24.83"EDISTANCE23.84'24.83'11.13'16.67'70.39'44.90'5.00'38.47'HORIZONTAL CONTROL TABLEPOINT #100001000110002100031000410005100061000710008100091001010012100131001410015NORTHING2282783.962282783.912282760.262282748.802282721.752282721.782282790.952282797.952282797.752282769.122282768.682282713.392282708.522282708.612282713.43EASTING6341789.456341795.946341855.816341814.006341860.516341865.846341787.186341787.246341811.996341811.776341866.296341856.316341860.216341866.126341865.21DESCRIPTIONBEGINNING OF WALLBEGINNING OF WALLBEGINNING OF WALLEND OF WALLEND OF WALLEND OF WALLSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINPROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

PROJECT ISSUED:
© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVED
SEALS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:05 PM BY CHAD BURIANLAST SAVED ON: January 5, 2024 AT 4:42 PM BY ZAHIR J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-04.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
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NGI
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CI V I LTROYDAVID M
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AUGExp. 6-30-20250SCALE: 1"=10'10203040Call 2 Working Days811Before You Dig!C-4.1HORIZONTAL CONTROL BLDC2023-0091 550 E 6th Stsscissons01/10/2024Page 953 of 2805

PROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

PROJECT ISSUED:
© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVED
SEALS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:05 PM BY CHAD BURIANLAST SAVED ON: December 12, 2023 AT 3:13 PM BY RONALD J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-05.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
E
NGI
NEERS
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TE OF C A L I F O R N IANo. C 59118

CI V I LTROYDAVID M
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AUGExp. 6-30-2025THIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKJOIN LINE6" MIN EMBEDMENT12" MIN EMBEDMENTDOWELING DETAIL ATEXISTING PCCSPECIAL INSPECTION / DUTY INSPECTOR REQUIREDGRIND AND OVERLAYWIDTHPER PLANJOIN LINE DETAIL JOIN & MATCHNOT TO SCALEPER PLAN DETAIL PCC WITH THICKENED EDGENOT TO SCALE"B"6"2" DROP WHEN LANDSCAPE1315"A"AGGREGATE BASE PER PLANEXISTING ASPHALTAC GRIND AND OVERLAY0.12' MINIMUMEXISTING AGGREGATE BASEEXISTING COMPACTED SOILPCC PER PLANALL EXPOSED EDGES @1/4" RADIUSJOIN & MATCHFLUSH#4 SMOOTH BARS @ 18"O.C. WITH PLASTICSLEEVESSUBGRADE SOILBASE MATERIAL PER PLANSUBGRADE SOILJOIN & MATCH FLUSHAC WEARING COURSEAC BASE COURSEAC WEARING COURSE & OVERLAY (FINAL LIFT)SHALL BE PLACED TOGETHER IN ONE PASSEXISTING PCCPCC PER PLANALL EXPOSED EDGES @1/4" RADIUSJOIN & MATCHFLUSHBASE MATERIAL PER PLANSUBGRADE SOILEXISTING ASPHALT520-C-2500 PCC MINIMUM UNLESS OTHERWISE NOTED ONPLAN. COLOR, FINISH, AND SCORING PATTERNS PERARCHITECTS PLANS AND SPECIFICATIONS1/4" RADIUS ON ALLEXPOSED CORNERS(8" MIN.) 4" DEEPER THAN BOTTOMOF PROPOSED SLAB THICKNESS ORADJACENT PLANTER FINISHGROUND, WHICHEVER IS DEEPESTSUBGRADE SOIL2% MAX CROSS-SLOPEIN PATH OF TRAVEL#4 BARS @ 18" OCBOTTOM OF SLABBASE MATERIALPER PLAN#4 BARS CONTINUOUS IN TOP ANDBOTTOM OF THICKENED EDGEFINISH CONCRETE WHEREEXPOSEDGRADING CONSTRUCTION NOTESPROTECT IN PLACE EXISTING ITEMADJUST EXISTING ITEM TO PROPOSED FINISHED GRADEJOIN PROPOSED SURFACE TO EXISTING SURFACE PER DETAIL "A" ON SHEET C-5.1 WITH FLUSHTRANSITION, MATCH GRADE. DOWELING FOR PCC ONLYGRIND AND OVERLAY EXISTING ASPHALT SURFACE 0.12' MINIMUM PER DETAIL "A" ON SHEET C-5.1,WITH FLUSH TRANSITION, MATCH GRADECONSTRUCT 0.3' AC OVER 0.5' CRUSHED AGGREGATE BASE COMPACTED TO 95% RELATIVECOMPACTION, AND 12" SUBGRADE COMPACTED TO 90% RELATIVE COMPACTION. STRUCTURALSECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADING TO DETERMINESTRUCTURAL SECTION REQUIREMENTS.CONSTRUCT 4" PCC (520-C-2500) OVER 6" CRUSHED AGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION, WITH #4 BARS 18" O.C. BOTH WAYS, OVER 18" SUBGRADE COMPACTEDTO 90% RELATIVE COMPACTION; WITH THICKENED EDGE PER DETAIL "B" ON SHEET C-5.1.SCORING PATTERNS, COLOR AND FINISH PER ARCHITECT'S PLANS AND SPECIFICATIONS.STRUCTURAL SECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADINGTO DETERMINE STRUCTURAL SECTION REQUIREMENTS.CONSTRUCT CAST IN PLACE RETAINING WALL PER ARCHITECT'S DETAILS AND SPECIFICATIONSFURNISH AND INSTALL TRUNCATED DOMES PER ARCHITECT'S DETAIL AND SPECIFICATIONS1011121314151617C-5.1DETAIL SHEET12THIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANK BLDC2024-0007 550 E 6th Stsscissons01/30/2024Page 954 of 2805

City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
08 APPENDICES
CIP F-03 City Hall ADA Ramps
43

City of Beaumont
Appendices
APPENDIXA—
APPENDIX B —

APPENDIX C

APPENDIX D
APPENDIX E —
APPENDIX F —

BEAUMONT

APPENDICES

TABLE OF CONTENTS
City Hall! ADA Ramps
CIP F-03

ASBESTOS & LEAD SURVEY
1 PREVAILING WAGE DETERMINATION 2
— SAM UEI FORM 3
— BYRD ANTI -LOBBYING CERTIFICATION FORM 4
ECONOMIC SANCTIONS EO N-6-22 FORM 5
MBE / WBE FORMS 6

APPENDICES
1

City of Beaumont
Appendices

BEAUMONT
APPENDIX A — Asbestos & Lead Survey

APPENDICES
1

City Hall! ADA Ramps
CIP F-03

0 Magnolia Environmental, LLC
Project:

Limited Asbestos and Lead Survey Report
550 E. 6th St.

Beaumont, CA 92223
Project Number: 3541
Local Office:

Magnolia Environmental
1100 E. Orangethorpe Ave. Unit 200-Z 1
Anaheim, CA 92801
Office: 562-922-3144
Client:

City of Beaumont
Date Report Issued:

November 3,2021

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

TABLE OF CONTENTS
Introduction 3
Description of Facility/Work Area 3
Purpose and Scope 3
Methods 3
A. Asbestos 3
B. Lead -Based Paint 4
Results 6
A Asbestos 6
B Lead -Based Paint 8
Conclusion/Recommendations 10
A Asbestos 10
B Lead -Based Paint 10
Appendices
Appendix A Asbestos Laboratory Analytical Results, Chainof Custody Appendix B. Lead Based Paint Performance Characteristic Sheet Appendix C Site Map/Sketch
Appendix D Site Photographs
Appendix E Accreditations and Certification
ago
1100 E. Orangethorpe Ave. Unit 200-Z11 Anaheim,nn� CA 92801 * TEL 562-922-3144 ma
www. t gd1ag541141 L8653m

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

INTRODUCTION
The client referenced above retained Magnolia Environmental to perform an environmental evaluation that included: asbestos -containing material (ACM) and lead -based paint (LBP), at the property referenced above prior to renovation. The evaluation included the sampling of suspect asbestos containing materials, potential lead -based paint, and a visual assessment in areas that will be impacted during the renovation project at the subject property. Industrial hygienist, Andrea Pulsipher Cal -OSHA Certified Asbestos Consultant (CAC) No. 17-5929, and California Department of Public Health (CDPH) Certified Lead Inspector/Assessor No. LRC-00003897, performed the on -site hazard evaluation on October 21, 2021.

Magnolia Environmental report is for the exclusive use of our client referenced above and applies only to the structures referenced above or portion thereof. No one other than our client or those contracted by our client may utilize, reference, or otherwise rely on this report without prior written consent from Magnolia Environmental.

DESCRIPTION OF FACILITY/WORK AREA
Work area is located in a commercial building. Our inspector noted that the ceiling plaster was damaged.

Causes to the disturbance is unknown.

PURPOSE AND SCOPE
The purpose of this investigation is to perform a hazardous materials environmental evaluation in order to aid our client referenced above prior to renovation at the subject property.

Magnolia Environmental's scope of work included:
• A visual reconnaissance of the impacted areas on the property to evaluate the possible presence of ACM and LBP
• Collection of bulk samples of suspect ACM, submittal to a NVLAP accredited laboratory for analysis.
• Collection of paint was sampled for potential LBP by XRF analysis. • Assessment of the condition of potential ACM and LBP. • Preparation of this report, which presents our data and summarizes the assessed materials. 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 www. n',:,03 Q 5m

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

METHODS
A. ASBESTOS
Suspect asbestos materials are sampled and later identified using the Polarized Light Microscopy (PLM) method in accordance with the EPA Interim method of the Determination of Asbestos in Bulk Samples (EPA/600/ R-93/116, July 1993). Sampling was performed in accordance with 40 CFR 763.86. Homogeneous areas were based on the total functional space. Number of samples per homogeneous area was taken as recommended under said section "Sampling Procedures". The PLM Method is the most commonly used method to analyze building materials for the presence of asbestos. This method utilizes the optical properties of minerals to identify the selected constituent. The use of this method enables identification of the type and the percentage of asbestos in each sample. The detection limit of the PLM method for asbestos identification is about one (1) percent asbestos. Because the State of California recognizes asbestos - containing building material (ACBM) as any material, which contains greater than or equal to one tenth of one percent (.1) asbestos, materials containing "trace" amounts of asbestos are reported as ACBM in the State of California. CSC recommends Transmission Electron Microscopy (TEM) analysis for asbestos samples with one percent (1%) or less asbestos content and Point Count Method with results ranging between two percent (2%) and ten percent (10%) when analyzed via PLM.

Documentation of the laboratory results should be retained as a reference for general building safety and maintenance, and for any future renovation/ demolition activities.

INSPECTION PROCEDURE (763.85)
Areas Inspected: The inspector performed a preliminary walk-through to designate the functional spaces. She also noted which areas had homogeneous materials.

The inspector then visually inspected each accessible room that will be impacted during the renovation. The inspector touched suspect materials to determine if they were friable. For each suspect material, the inspector noted its condition and the potential for disturbance.

Quantities: Suspect asbestos -containing materials identified at the site were quantified. For general functional space measurements were used. Such measurements provide "approximate square or linear footage" (763.93 (d)(2)(ii)).

Suspect Asbestos -Containing Materials: were sampled for laboratory analysis or were visually identified as ACM.

Magnolia Environmental collected a total of Forty Eight (48) bulk samples of suspect ACM material. The samples were transferred following proper chain of custody protocol to Ecologics Laboratories, located at 2487 Orangethorpe Ave. Fullerton, CA 92831, for analysis. Ecologics Laboratories is an accredited laboratory for bulk asbestos analysis under the National Institute of Standards and Technology, National Voluntary Laboratory Accreditation Program (CertificationNumber 600190-0).

A total of 48 bulk samples were collected. Below is a list of samples collected:
• GB -1 Gypsum board
• GB -2 Gypsum board
• GB -3 Gypsum board
• JC-1 Joint compound
• JC-2 Joint compound
• JC-3 Joint compound
• CB -1 Cove base — black
• CB -2 Cove base — black
• CB -3 Cove base — black
• CT -1 2'x4' Ceiling tile — white
• CT -2 2'x4' Ceiling tile — white
• CT -3 2'x4' Ceiling tile - white
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim,n� CA 92801 * TEL 562-922-3144 np www. �Oac olag rtinL80.53m

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

List of bulk samples of suspect ACM collected continued:
• F-1 Ceramic flooring grout
• F-2 Ceramic flooring grout
• F-3 Ceramic flooring grout
• R1-1 Roofing layer 1
• R1-2 Roofing layer 2
• R1-3 Roofing layer 3
• P-1 Interior plaster
• P-2 Interior plaster
• P-3 Interior plaster
• R2-1 Roofing layer 2
• R2-2 Roofing layer 2
• R2-3 Roofing layer 2
• CM -1 Carpet mastic
• CM -2 Carpet mastic
• RF-1 Roofing felt — layer 3
• RF-2 Roofing felt — layer 3
• RF-3 Roofing felt — layer 3
• PM -1 Penetration mastic
• PM -2 Penetration mastic
• PM -3 Penetration mastic
• CT2-1 1'xl' Ceiling tile
• CT2-2 1'xl' Ceiling tile
• CT2-3 1'xl' Ceiling tile
• CTM-1 Brown ceiling tile mastic
• CTM-2 Brown ceiling tile mastic
• CTM-3 Brown ceiling tile mastic
• P2-1 Interior plaster (building B)
• P2-2 Interior plaster (building B)
• P2-3 Interior plaster (building B)
• WP -1 Window putty
• WP -2 Window putty
• WP -3 Window putty
• S-1 Stucco
• S-2 Stucco
• S-3 Stucco
B` LEAD-BASEDPAINT
Our inspector analyzed Twenty Two (22) paint samples from representative surfaces of the areas that will be impacted during therenovation. The samples were analyzed via XRF analysis; results are attached in appropriate appendixes. 1100 E. Orangethorpe Ave. Unit 200-Z11 Anaheim,nn� CA 92801 * TEL 562-922-3144 ma
www. t gd1ag6'�YY'L8653m

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

RESULT
A. ASBESTOS
Forty Eight (48) bulk samples were taken using polarized light microscopy (PLM). The following table summarizes the results of the sample analysis and of the visual assessment. A complete list of sample results can be found in the laboratory sheets at the end of this report.

TABLE I: ACM RESULTS
MTL
#
Sample
ID
Material Description
Sample Location
F/NF1
Cond.2
%ACM
# Samples
Est.

Quantity
01 GB
Gypsum Board
Gypsum board sampled from the
kitchen, finance, and women's bathroom
NF
G
0%
3 1,680 SF
02 JC
Joint Compound
Joint compound sampled from the
kitchen, customer service, and men's
bathroom
NF
G
0%
3 1,680 SF
03 CB
Cove Base — Black
Black cove base sampled from finance,
NF
G
0%
3 75 SF
customer service, and kitchen
04 CT
2'x4' Ceiling Tile — White
2'x4' White ceiling tile sampled from
the kitchen, finance, and customer
service
NF
G
0%
3 163 SF
05 F
Ceramic Flooring Grout
Ceramic flooring grout sampled from the
kitchen, men's bathroom, and women's
bathroom
NF
G
0%
3 403 SF
06 R1
Roofing Layer 1
Roofing (layer 1) sampled from the roof
NF
G
0%
3 5,031 SF
07 P
Interior Plaster
Interior plaster sampled from the
kitchen, finance, and customer service
F
D
0%
3 1,680 SF
08 R2
Roofing Layer 2
Roofing (layer 2) sampled from the roof
NF
G
0%
3 5,031 SF
09 CM
Carpet Mastic
Carpet mastic sampled from the kitchen
and finance
NF
G
0%
3 1,180 SF
10 RF
Roofing Felt Layer 3
Roofing felt (layer 3) sampled from the
roof
NF
G
0%
3 5,031 SF
11 PM
Penetration Mastic
Penetration mastic sampled from the
roof penetrations including skylights
NF
G
7%
3 80 SF
12 CT2
1 'xl' Ceiling Tile
1'xl' Ceiling tile sampled from the
kitchen and finance
NF
G
0%
3 1,400 SF
13 CTM
Brown Ceiling Tile Mastic
Brown ceiling tile mastic sampled from
the kitchen and finance
NF
G
0%
3 1,400 SF
01100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim,] CA 92801 * TEL 562-922-3144 www.Ha-iv 1�rO ZStU��om

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

MTL
#
Sample
ID
Material Description
Sample Location
F/NF1
Cond.2
%ACM
#
Samples
Est.

Quantity
14 P2
Interior Plaster — Building
B
Interior plaster sampled from the North
wall in building B
NF
G
0%
3 2,000 SF
15 WP
Window Putty
Window putty sampled from the North
windows of building B
NF
G
0%
3 2,000 SF
16 S
Stucco
Stucco sampled from the exterior of
building B
NF
G
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Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

B. LEAD-BASEDPAINT
TABLE II: LBP RESULTS
Lead Paint XRF
Results
Read No.

Site Location
Component
Substrate
Sidel
Paint
Cond.2
Color
Lead
Content
(mg/cmz
Classification3
1 Calibration

1.0 2
Calibration

1.0 3
Calibration

1.0 4
Admin
Wall
Gypsum Board
C
I
Grey

0.1 LCP
5 Admin
Wall
Gypsum Board
A
I
Brown

0.1 LCP
6 Kitchen
Wall
Gypsum Board
C
I
Grey

0.2 LCP
7 Kitchen
Door
Wood
A
i
White

0.0 BDL
8 Kitchen
Floor
Ceramic
Center
i
Grey

0.0 BDL
BDL
9 Kitchen
Base
Ceramic
A
i
Brown

0.0 10
Kitchen
Wall
Gypsum Board
D
I
Beige

0.2 LCP
11 Roof
Layer Roof
Rolled Roof
Center
I
White

0.0 BDL
12 Roof
Flashing
Metal
A
I
White

0.2 LCP
13 Exterior
Wall
Stucco
A
T
Beige

0.4 LCP
14 Roof
Exhaust
Metal
B
1 White

0.0 BDL
15 Finance
Wall
Plaster
C
1 Grey

0.2 LCP
16 Customer
Service
Wall
Plaster
A
I Grey

0.2 LCP
17 Building B
Wall
Plaster
C
I Beige

0.0 BDL
18 Building B
Windowsill
Wood
C
I White

0.0 BDL
19 Building B
Window Frame
Wood
C
I White

0.0 BDL
20 Building B
Window Frame
Wood
C
D Beige

1.6 LBP
co
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 w g 15f.21 al.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Lead Paint XRF
Results
Read No.

Site Location
Component
Substrate
Sidel
Paint
Cond.2
Color
Lead
Content
(mg/cm2;
Classification3
21 Building B
Window
Metal
C
D
Beige

1.1 LBP
BDL
22 Building B
Wall
Stucco
C
i
Beige

0.0 23
Women's
Bathroom
Wall
Gypsum Board
B
I
White

0.0 BDL
24 Women's
Bathroom
Base of Wall
Ceramic
A
I
White

0.3 LCP
25 Men's
Bathroom
Floor
Ceramic
Center
I
Grey

0.0 BDL
Legend:
mg/cm2= milligrams per centimeter squared
' Side: A=Street side, B = To the left of side A, C = Across side A, D = To the right of side A, Center = Center of area 2 Paint Condition: I = Intact, D = Deteriorated
3 Classification:

BDL = Below the XRF's detection level; less than 0.1 mg/cm2.

LCP = Lead Containing Paints; any detectable concentration LBP = Lead -Based Paints; equal to or exceeding 1.0 mg/cm2 or 0.5 mg/cm2 for City of San Diego or 0.7 mg/cm2 for Los Angeles County. • Paint conditions are based on visual observations in survey areas. Different conditions may be present in other areas of the Subject Property. Limit of Detection (LOD) is 0.1 mg/cm2
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wt 96#15 f21 al.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

CONCLUSION / RECOMMENDATIONS
A. ASBESTOS
According to bulk sampling and visual inspection of impacted areas, asbestos -containing materials were present in the following materials sampled:
• Penetration mastic
• Stucco
The stucco was further analyzed via 1,000 point count and was found to contain <0.1% asbestos.

The stucco and penetration mastic should be abated by a licensed abatement contractor.

Abatement by a licensed abatement contractor is recommended prior to disturbance of asbestos containing materials.

It is always necessary to comply with the pertinent provisions of EPA, OSHA and AQMD regulations during any removal or repair activities that may disturb the asbestos- containing materials that may have been inaccessible and or untested during the survey. Caution should be taken when inaccessible and untested areas are disturbed.

The Environmental protection Agency (EPA) and California OSHA (Cal/OSHA) define materials which contain more than one percent asbestos to be asbestos containing materials (ACM). In addition, Cal/ OSHA defines any manufactured construction material more than 0.1% asbestos as asbestos - containing construction materials (ACCMs). Cal/OSHA also requires notification and registration of the contractor when disturbing materials with more than one -tenth of one percent asbestos and regulates worker protection whenever materials containing any detectable levels of asbestos are disturbed.

B LEAD
Based on the field assessment and XRF analysis, Lead -Based paint was detected on the following materials sampled:
• Building B beige window frame
• Building B beige window
It is recommended that peeling/flaking lead -based paint in the surveyed areas be subjected to a scraping/ stabilization process designed to remove loose/flaking paint chips. Such an effort, as well as any other future work involving disturbances to the lead -based paint identified during this survey, should only be performed by persons who are properly qualified and trained to perform lead -related work, with the work performed using proper work practices and controls and in accordance with applicable lead regulations (e.g., T8, CCR, § 1532.1).
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 w gx9 xi5f21 al.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

If, during future work, materials or surface coatings suspected to contain asbestos or lead are encountered that were not specifically addressed during this survey (e.g., under/behind existing materials or in areas that were not included in the scope of this survey), the newly discovered suspect materials/ surface coatings should be appropriately evaluated for asbestos and/or lead content prior to initiating any work or activities involving their disturbance. It is always necessary to comply with the pertinent provisions of EPA, OSHA regulations during any removal or repair activities that may disturb the lead -containing materials that may have been inaccessible and untested areas during this survey. Caution should be taken when inaccessible and untested areas are disturbed.

LIMITATIONS
Magnolia Environmental prepared this asbestos and lead survey for the client referenced above. No warranties expressed or implied, are made by Magnolia Environmental or its employees as to the use of any information, apparatus, product, or process disclosed in this report. Though reasonable efforts have been made to assure correctness, if a Contractor is employed, he should bring any discrepancies to the immediate attention of Magnolia Environmental.

We have employed state-of-the-art practices to perform this analysis of risk and identification, but this evaluation is severely limited in scope to areas accessible to a visual inspection or through reasonable means of the areas evaluated. No demolition or product review was performed in attempts to reveal material compositions. Our services consist of professional opinions and recommendations made in accordance with generally accepted engineering principles and practices and are designed to provide an analytical tool to assist the client. Magnolia Environmental or those representing Magnolia Environmental bear no responsibility for the actual condition of the structure or safety of a site pertaining to asbestos and/or asbestos contamination regardless of the actions taken by the client.

Magnolia Environmental appreciated having the opportunity to inspect your property. If you have any questions regarding this survey or other environmental hazards, please don't hesitate to contact us at (562) 922-3144 or at [email protected].

Andrea Pulsipher Project
Consultant CAC No. 17-5929
CDPH Lead Inspector/Assessor LRC-00003897
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wyPAW96t15128175al.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX A

ASBESTOS LABORATORY ANALYTICAL RESULTS

AND CHAIN OFCUSTODY
n 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 w 8113 16fr28 al.com

GICSM
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
GB -1
211021030.01.A
I
211021030.01
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Kitchen
: Gypsum Board, Firm, Homogenous, White
: NONE
: 5% Cellulose, 5% Fiberglass, 90% Non -Fibrous Material GB -2
211021030.02.A
I 211021030.02
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Finance
: Gypsum Board, Firm, Homogenous, White
: NONE
: 5% Cellulose, 5% Fiberglass, 90% Non -Fibrous Material GB -3
211021030.03.A
I 211021030.03
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: W. Bathroom
: Gypsum Board, Firm, Homogenous, White
: NONE
: 10% Cellulose, 5% Fiberglass, 85% Non -Fibrous Material IL -1
211021030.04.A
1 211021030.04
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Kitchen
: Joint Compound, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
JC-2
211021030.05.A
211021030.05
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Customer Service
: Joint Compound, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
JC-3
211021030.06.A 1
211021030.06
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: M. Bathroom
: Joint Compound, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
CB -1
211021030.07.A
I
211021030.07
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Finance
: Cove Base, Homogenous, Flexible, Black
: NONE
: 100% Non -Fibrous Material

!-COL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CB -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.07.B
: Finance
: Mastic, Soft, Homogenous, Yellow
: NONE
: 35% Cellulose, 65% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.08.A
: Customer Service
: Cove Base, Homogenous, Flexible, Black
: NONE
: 100% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.08.B
: Customer Service
: Mastic, Soft, Homogenous, Yellow
: NONE
: 100% Non -Fibrous Material
CB -3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.09.A
: Kitchen
: Cove Base, Homogenous, Flexible, Black
: NONE
: 100% Non -Fibrous Material
CB -3
211021030.09.B
Location : Kitchen
Analyst Description / Color : Mastic, Soft, Homogenous, Yellow Asbestos Type : NONE
Other Material Type : 100% Non -Fibrous Material
CT -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
CT -2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.10.A
Kitchen
Ceiling Tile, Firm, Homogenous, Brown
211021030.07
211021030.08
211021030.08
211021030.09
211021030.09
211021030.10
NONE
15% Fiberglass, 20% Cellulose, 65% Non -Fibrous Material 211021030.11.A
Finance
Ceiling Tile, Firm, Homogenous, Brown
211021030.11
NONE
15% Fiberglass, 20% Cellulose, 65% Non -Fibrous Material age 971 0
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CT -3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.12.A
: Customer Service
: Ceiling Tile, Firm, Homogenous, Brown
211021030.12
: NONE
: 15% Fiberglass, 20% Cellulose, 65% Non -Fibrous Material F-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.13.A
: Kitchen
: Grout, Firm, Homogenous, Gray
: NONE
: 2% Cellulose, 98% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.14.A
: Men's Bathroom
: Grout, Firm, Homogenous, Gray
: NONE
: 2% Cellulose, 98% Non -Fibrous Material
F-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.15.A
: Women's Bathroom
: Grout, Firm, Homogenous, Gray
: NONE
: 2% Cellulose, 98% Non -Fibrous Material
R1-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
R1-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
R1-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.16.A
Roof
Roof Material,
NONE
65% Synthetic
211021030.13
211021030.14
211021030.15
211021030.16
Fibrous, Firm, Homogenous, Black, White
Fiber, 15% Non -Fibrous Material, 20% Tar
211021030.17.A
Roof
Roof Material,
NONE
65% Synthetic
211021030.17
Fibrous, Firm, Homogenous, Black, White
Fiber, 15% Non -Fibrous Material, 20% Tar
211021030.18.A
Roof
Roof Material,
NONE
65% Synthetic
211021030.18
Fibrous, Firm, Homogenous, Black, White
Fiber, 15% Non -Fibrous Material, 20% Tar
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
P-1
211021030.19.A
211021030.19
Location : Kitchen
Analyst Description / Color : Plaster Composite, Granular, Cementitious, Homogenous, Tan Asbestos Type
Other Material Type
: NONE
: 100% Non -Fibrous Material
P-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.20.A
211021030.20
: Finance
: Plaster Composite, Granular, Cementitious, Homogenous, Tan : NONE
: 100% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.21.A
211021030.21
: Customer Service
: Plaster Composite, Granular, Cementitious, Homogenous, Tan : NONE
: 100% Non -Fibrous Material
R2-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.22.A
211021030.22
: Roof
: Roofing Material, Fibrous, Firm, Homogenous, Black, Gray : NONE
: 45% Fiberglass, 40% Non -Fibrous Material, 15% Tar
R2-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.23.A
211021030.23
: Roof
: Roofing Material, Fibrous, Firm, Homogenous, Black
: NONE
: 55% Cellulose, 5% Non -Fibrous Material, 40% Tar
R2-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.24.A
211021030.24
: Roof
: Roofing Material, Fibrous, Firm, Homogenous, Black
: NONE
: 45% Fiberglass, 15% Non -Fibrous Material, 40% Tar
CM -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.25.A
: Kitchen
: Carpet Mastic, Soft, Homogenous, Yellow
: NONE
: 100% Non -Fibrous Material
age o
211021030.25
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CM -2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
Location
Analyst Description / Color
Asbestos Type
Other Material Type
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.26.A
Finance
Carpet Mastic, Soft, Homogenous, Yellow
NONE
100% Non -Fibrous Material
211021030.27.A
Finance
Carpet Mastic, Soft, Homogenous, Yellow
NONE
100% Non -Fibrous Material
211021030.28.A
211021030.26
211021030.27
211021030.28
: Roof Layer 3
: Roof Felt , Fibrous, Paper -Like, Homogenous, Black
: NONE
: 65% Cellulose, 10% Non -Fibrous Material, 25% Tar
RF-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.28.B
: Roof Layer 3
: Mastic, Soft, Homogenous, Black
: NONE
: 10% Non -Fibrous Material, 90% Tar
RF-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.29.A
211021030.28
211021030.29
: Roof Layer 3
: Roof Felt , Fibrous, Paper -Like, Homogenous, Black
: NONE
: 65% Cellulose, 10% Non -Fibrous Material, 25% Tar
RF-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.29.B
: Roof Layer 3
: Mastic, Soft, Homogenous, Black
: NONE
: 10% Non -Fibrous Material, 90% Tar
RF-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.30.A
211021030.29
211021030.30
: Roof Layer 3
: Roof Felt , Fibrous, Paper -Like, Homogenous, Black
: NONE
: 65% Cellulose, 10% Non -Fibrous Material, 25% Tar

No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
RF-3
Location
nalyst Description / Color
sbestos Type
ther Material Type
211021030.30.B
: Roof Layer 3
: Mastic, Soft, Homogenous, Black
: NONE
: 10% Non -Fibrous Material, 90% Tar
211021030.30
PM -1
Location
nalyst Description / Color
sbestos Type
Other Material Type
211021030.31.A
211021030.31
: Roof Penetration - Including skylights
: Penetration Mastic, Firm, Homogenous, Black, Gray
: Chrysotile
: 8% Non -Fibrous Material, 85% Tar
PM -2
211021030.32.A
211021030.32
1 ocation
nalyst Description / Color
sbestos Type
Other Material Type
: Roof Penetration - Including skylights
: Not Analyzed - Positive Stop
: NONE
PM -3
211021030.33.A
211021030.33
Location
nalyst Description / Color
sbestos Type
Other Material Type
: Roof Penetration - Including skylights
: Not Analyzed - Positive Stop
: NONE
CT2-1
1 ocation
nalyst Description / Color
sbestos Type
ther Material Type
211021030.34.A
: Kitchen
: Ceiling Tile, Firm, Homogenous, Brown, White
: NONE
: 80% Cellulose, 20% Non -Fibrous Material
CT2-2
ocation
nalyst Description / Color
sbestos Type
Other Material Type
CT2-3
ocation
nalyst Description / Color
sbestos Type
Other Material Type
211021030.35.A
Finance
Ceiling Tile, Firm, Homogenous, Brown, White
NONE
80% Cellulose, 20% Non -Fibrous Material
211021030.36.A
Finance
Ceiling Tile, Firm, Homogenous, Brown, White
NONE
80% Cellulose, 20% Non -Fibrous Material

211021030.34
211021030.35
211021030.36
No
Yes
Stop
Stop
No
No
No
NAD
7% Chrysotile
PS
PS
NAD
NAD
NAD

!-C)L GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CTM-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.37.A
: Kitchen
: Mastic, Firm, Homogenous, Brown
: NONE
: 3% Cellulose, 97% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.38.A
: Finance
: Mastic, Firm, Homogenous, Brown
: NONE
: 3% Cellulose, 97% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.39.A
: Finance
: Mastic, Firm, Homogenous, Brown
: NONE
: 3% Cellulose, 97% Non -Fibrous Material
P2-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.40.A
211021030.37
211021030.38
211021030.39
211021030.40
: Building B N. Wall
: Plaster Composite, Granular, Cementitious, Non -Homogenous, Gray : NONE
: 100% Non -Fibrous Material
P2-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.41.A
211021030.41
: Building B N. Wall
: Plaster Composite, Granular, Cementitious, Non -Homogenous, Gray : NONE
: 100% Non -Fibrous Material
P2-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.42.A
211021030.42
: Building B N. Wall
: Plaster Composite, Granular, Cementitious, Non -Homogenous, Gray : NONE
: 100% Non -Fibrous Material
WP -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.43.A
: Building B N. Windows
: Window Putty, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
211021030.43
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD
age o

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
WP -2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.44.A
: Building B N. Windows
: Window Putty, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
WP -3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.45.A
: Building B N. Windows
: Window Putty, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
S-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.46.A
211021030.44
211021030.45
211021030.46
: Building B Exterior
: Stucco Composite, Granular, Cementitious, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
S-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.47.A
211021030.47
: Building B Exterior
: Stucco Composite, Granular, Cementitious, Non -Homogenous, Gray : Chrysotile
: 100% Non -Fibrous Material
S-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.48.A
211021030.48
: Building B Exterior
: Stucco Composite, Granular, Cementitious, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
Daniel Wood — Analyst
No
No
Yes
Yes
Yes
NAD
NAD
<1% Chrysotile
<1% Chrysotile
<1% Chrysotile
Paola Ducoing — Approved by
NAD = no asbestos detected; NA = not analyzed, PS = positive stop; Reporting Limits: CVES = 1%, 400 PT CT = 0.25%, 1,000 PT CT = 0.1%. The analyses of the samples in this report were performed and analyzed in accordance with the procedures outlined in EPA 600/R-93/116 (Method for Determination of Asbestos in Building Materials); EPA 600/M4-82-020 (Interim Method for the Determination of Asbestos in Bulk Insulation Samples) and US Federal Register 40 CFR Appendix E to Subpart E of Part 763 (Interim Method of the Determination of Asbestos in Bulk Insulation Samples). Samples were analyzed using Calibrated Visual Estimate (CVES), therefore results may not be reliable for samples with low concentration levels or other Non -Friable Organically Bound (NOB) materials. The limit of detection for this analytical method is less than one percent (<1%) and total sample constituents may total greater than 100% due to trace amounts. These results lie within the statistical limits of variability calculated with standard reference materials routinely analyzed in the laboratory. In multi -layer samples, unless otherwise specified, the asbestos concentration is reported for the layer where asbestos is found. This report only relates to the samples that were submitted and Ecologics Lab and its personnel assumes no responsibility and/or are not liable for any misinformation provided by the client such as "sample location" or "sample type." This report may contain specific data not covered by NVLAP and is identified if footnotes are present. This report was issued by Ecologics Lab which is accredited by NVLAP (Lab Code 600190-0) and may not be reproduced except irytfyllgve / ' U jth�t�yttgpf g this laboratory. This report may not be used by the client to claim product certification, approval or endorsement by NVLAP, NIST or any agency of the Federal GovernnrfRY Loll

1111111 1111111111111111111
211021030

CHAIN OF CUSTODY
2487 E. Orangethorpe Ave. Fullerton, CA 92831
t,, (714) 632 8118 ® reports©ecologicslab.com
Job ID:211021030
I`IIIIIII INIIIIlIIIIIIIIIIi III
Magnoila En 1ronmenta
CONTACT INFORMATION *
PROJECT INFORMATION *
Company: Magnolia Environmental Inc.

Project #: 705 I
Address: 885 Mango St. Brea, CA 92821
Project name:

Phone: (562) 922-3144
Project location: Q .. (D 4% -2,\-
Contact: Andrea Pulsipher
`77-e.rA 1) INN OR (A CA If2-2 ID
Email results to: [email protected]
.

Date sampled: l OI tt 1.1._\
Sampled by: , pJl Si ti1L.V

ASBESTOS

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PLM Bulk Analysis (EPA 600/R-93/116)
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2487 E. Orangethorpe Ave. Fullerton, CA 92831
�. (714) 632 8118 ® [email protected]
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Page of

1111111111111111111111111111
211021030
Company:

I'1a jrio\i ct

CHAIN OF CUSTODY
2487 E. Orangethorpe Ave. Fullerton, CA 92831
, (714) 632 8118 ® reportscecoiogicslab.com
Job ID:211021030
1111�I I1�1I�ll lll1l11NI ININII Il
Magnolia Environmental
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1111111111111111111111111111
211021030
Company:

CHAIN OF CUSTODY
2487 E. Orangethorpe Ave. Fullerton, CA 92831
LABS t„ (714) 632 8118 ® reports[mecologicslab.com
Project #:

JobID:271021'0I90
woar enHmmwiM

SAMPLE ID
LOCATION *

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MICROBIOLOGY/PCM
DESCRIPTION *
QTY

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TIME
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Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118 Fax (714)632-8111
NVLAP Lab Code:600190-0
PLM Bulk Asbestos Report 1,000 Point Count
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/27/2021
LAB Job #: 211027081
Project Name: N/A
No of Samples: 3
Collected By: A. Pulsipher
Date Analyzed: 10/28/2021
Client ID Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
S-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211027081.01.A
211027081.01
: Building B Exterior
: Stucco Composite, Granular, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
S-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211027081.02.A
211027081.02
: Building B Exterior
: Stucco Composite, Granular, Non -Homogenous, Gray
: Chrysotile
: 100% Non -Fibrous Material
S-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211027081.03.A
211027081.03
: Building B Exterior
: Stucco Composite, Granular, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
—>
hair Gonzalez — Analyst
Yes
Yes
Yes
<0.1% Chrysotile
<0.1% Chrysotile
<0.1% Chrysotile
Paola Ducoing—Approved By
NAD = no asbestos detected; NA = not analyzed, PS = positive stop; Reporting Limits: CVES = 1%, 400 PT CT = 0.25%, 1,000 PT CT = 0.1%. The analyses of the samples in this report were performed and analyzed in accordance with the procedures outlined in EPA 600/R-93/116 (Method for Determination of Asbestos in Building Materials); EPA 600/M4-82-020 (Interim Method for the Determination of Asbestos in Bulk Insulation Samples) and US Federal Register 40 CFR Appendix E to Subpart E of Part 763 (Interim Method of the Determination of Asbestos in Bulk Insulation Samples). Samples were analyzed using Calibrated Visual Estimate (CVES), therefore results may not be reliable for samples with low concentration levels or other Non -Friable Organically Bound (NOB) materials. The limit of detection for this analytical method is less than one percent (<1%) and total sample constituents may total greater than 100% due to trace amounts. These results lie within the statistical limits of variability calculated with standard reference materials routinely analyzed in the laboratory. In multi -layer samples, unless otherwise specified, the asbestos concentration is reported for the layer where asbestos is found. This report only relates to the samples that were submitted and Ecologics Lab and its personnel assumes no responsibility and/or are not liable for any misinformation provided by the client such as "sample location" or "sample type." This report may contain specific data not covered by NVLAP and is identified if footnotes are present. This report was issued by Ecologics Lab which is accredited by NVLAP (Lab Code 600190-0) and may not be reproduced except in full, without written approval of this laboratory. This report may not be used by the client to claim product certification, approval or endorsement by NVLAP, NIST or any agency of the Federal Government. Page 982 of 2805

EcologicsI1IIIII1IpUU 111 11111111111- PLM Report - #3541 (211021030) 211027081
�1l j Gmail
PLM Report - #3541 (211021030)
3 messages
Ecologics Laboratories
Ecologics Laboratories Mon, Oct 25, 2021 at 1:00 PM
To: Magnolia Environmental
Dear Magnolia Environmental,
Please do not hesitate to contact us if you have any questions or concerns about the attached report.

Have a great day!
G
ICSTM

LABS & INSTITUTE
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
(714) 632 - 8118
http://www.ecologicslab.com
How are we doing? Take the Customer Survey.

Confidentiality Statement: This message (including any attachments) may contain confidential, proprietary, privileged and/or private information. The information is intended to be for the use of the individual or entity designated above. If you are not the intended recipient of this message, please notify the sender immediately, and delete the message and any attachments. Any disclosure, reproduction, distribution or other use of this message or any attachments by an individual or entity other than the intended recipient is strictly prohibited.
,4„1 PLM Report - #3541 (211021030).pdf
2322K
Magnolia Environmental Wed, Oct 27, 2021 at 9:34 AM
To: Ecologics Laboratories
Can we have all 3 stucco samples analyzed via 1,000 point count on a 24 TAT? [Quoted text hidden]
Ecologics Laboratories Wed, Oct 27, 2021 at 12:06 PM
To: Magnolia Environmental
Hello Magnolia Environmental,
This is confirmation of Gravimetric PLM 1000 point count.

Job#: 3541
Samples:
• S-1 - Stucco
• S-2 - Stucco

https://mail.google.com/...r-663186193043497139&simpl=msg-f%3A1714791357695920247&simpl msg-a%3Ar4600349808978623919[10/28/2021 10:26:57 AM]

EcologicsI1IIIII1IpUU 11111111111111- PLM Report - #3541 (211021030) 211027081
J-3 - J1ucco
TAT: 24 HR
Special Instructions: N/A
Due: Thursday October 28th, 2021 @ 9:30AM
Thank you!
`COLOGICSTM

LABS& INSTITUTE
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
(714) 632 - 8118
http://www.ecologicslab.com
How are we doing? Take the Customer Survey.

Confidentiality Statement: This message (including any attachments) may contain confidential, proprietary, privileged and/or private information. The information is intended to be for the use of the individual or entity designated above. If you are not the intended recipient of this message, please notify the sender immediately, and delete the message and any attachments. Any disclosure, reproduction, distribution or other use of this message or any attachments by an individual or entity other than the intended recipient is strictly prohibited.
[Quoted text hidden]

https://mail.google.com/...r-663186193043497139&simpl=msg-f%3A1714791357695920247&simpl msg-a%3Ar4600349808978623919[10/28/2021 10:26:57 AM]

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX B

LEAD BASED PAINT

PERFORMANCE CHARACTERIZATION SHEET
*
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 www.MagnoliaEnvironmental.com

HEURESIS PCS December 2015
Performance Characteristic Sheet
EFFECTIVEDATE: December 1, 2015
MANUFACTURERANDMODEL:

Make: Heuresis
Models: Model Pb200i
Source: 57Co, 5 mCi(nominal—newsource)

FIELD OPERATION GUIDANCE
OPERATING PARAMETERS:

Action Level mode
XRF CALIBRATION CHECK LIMITS:

0.8 to 1.2 mg/cm2 (inclusive)
SUBSTRATE CORRECTION:

Not applicable
INCONCLUSIVE RANGE OR THRESHOLD:

ACTION LEVEL MODE

READING DESCRIPTION

SUBSTRATE
THRESHOLD(mg/cm2)
Results not corrected for substrate bias on any
Concrete

1.0 substrate
Drywall

1.0 Metal

1.0 Plaster

1.0 Wood

1.0

HEURESIS PCS December 2015

BACKGROUND INFORMATION
EVALUATION DATA SOURCE AND DATE:

This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead -Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of eachinstrument on the day of testing was approximately

2.0 mCi; source ages were approximately one year.

OPERATING PARAMETERS
Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines.

XRF CALIBRATION CHECK:

The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2film).

If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds.

SUBSTRATE CORRECTION VALUE COMPUTATION:

Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction isprovided:

XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows:

Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM.

Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below.

For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction):

Correction value = (1st + 2nd + 3rd + 4th + 5th + 6th Reading)/6- 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development.

EVALUATING THE QUALITY OF XRF TESTING:

Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing.

Conduct XRF re -testing at the ten testing combinations selected for retesting.

HEURESIS PCS December 2015
Determine if the XRF testing in the units or house passed or failed the test by applying the steps below.

Compute the Retest Tolerance Limit by the following steps:

Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi -family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units.

Calculate the average of the original XRF result and the retest XRF result for eachtesting combination.

Square the average for each testing combination.

Add the ten squared averages together. Call this quantity C.

Multiply the number C by 0.0072. Call this quantity D.

Add the number 0.032 to D. Call this quantity E.

Take the square root of E. Call this quantity F.

Multiply F by 1.645. The result is the Retest Tolerance Limit.

Compute the average of all ten original XRF readings.

Compute the average of all ten re -test XRF readings.

Find the absolute difference of the two averages.

If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time, then the inspection should be considered deficient.

Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested.

TESTING TIMES:

Inthe Action Levelpaint test mode,the instrument takes the longesttimetocompletereadings closeto theFederalstandard of 1.0 mg/cm2. Thetable belowshows the mean andstandard deviation of actual readingtimes by reading levelfor paintsamples duringtheNovember 2015 archivetesting.Thetested instruments reported readings to one decimal place. No significant differences in reading times by substratewereobserved.Thesetimesapply onlytoinstruments withthesamesourcestrength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those inthetable.

Mean and Standard
Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2)
Mean Reading Time (seconds)
Standard Deviation (seconds)

1.5 3.32

0.05

HEURESIS PCS December 2015
CLASSIFICATION OF RESULTS:

XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold.

DOCUMENTATION:

A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at http://www2.epa.gov/lead/methodology-xrf-performance-characteristic-sheets- epa-747-r-95- 008-september-1997.

This XRF Performance Characteristic Sheet (PCS) was developed by QuanTech, Inc., under a contract with the XRF manufacturer.

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX C
Site Map/Sketch
cgo
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wvRag4n9':0 rOfr al.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Sketch not to scale.

Sample ID indicates location of sampling.

Administration offices
Building B
P2-3
WP -3
S-3
P2-2
WP -2
S-2
WP -3
S-1
P2-1
Kitchen
JC-1
P-1
Stairs
CM -1 CT -1
F-1
CT2-1
GB- CTM-1
CB -3
Finance Office
CM -2
GB -2
P-2
CT -2
Finance
CT2-3
CTM-3
CT2-2
CTM-:

CM -3
CB -1
JC-2
CT -3
Customer Service
P-3 CB -2
GYM
GB -3
W
Restroom
F-2
JC-3
M
Restroom
F-3
1100 E. Orangethorpe Ave. Unit 200.,-{Z�1 Anaheim,�� CA 92801 * TEL 562-922-3144 wf884r9 A:trOfp2i8pI5al.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Roof
PM -1
PM -2
Gym
R1-1
RF-1 R2-1
PM -3
RF-2 R2-2
R1-2
RF-3 R1-3
R2-3
0 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 Page. itifeektmental.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX D
Site Photographs
0 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 Page.99atif 805mental.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Picture 1: Asbestos containing penetration
mastic
Picture 2: Lead -based paint was detected on the
exterior window and window frame of Building
B
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wvFaag4r994rofn28,05aLcona

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX E
Accreditations and Certification
•
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 w gn n a2s l.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

11 State of California
Division of Occupational Safety and Health
Certified Asbestos Consultant
Andrekg Pulsipher
Certification No.

Expires on 07118/22
This certification was issued by the Division of
Occupational Safety and Health as authorized
by Sections 7180 et seq, of the Business and
Professions Code.

PublicHealthCalifornia ent of
n

STATE OF CALIFORNIA

DEPARTMENT OF PUBLIC HEALTH

LEAD -RELATED CONSTRUCTION CERTIFICATE
INDIVIDUAL: CERTIFICATE TYPE:

Lead Inspector/Assessor
NUMBER: EXPIRATION DATE:

LRC-00003897 11/3x2021
Andrea Pulsipher
Disclaimer: This document alone should not be relied upon to confirm certification status. Compare the individual's photo and name to another valid form of government issued photo identification. Verify the individual's certification status by searching for Lead -Related Construction Professionals at www.cdph.ca.gov/programs/clppb or calling (800) 597 -LEAD.

D•J
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wvisy gn n o2s l.com

City of Beaumont
Appendices

BEAUMONT
City Hall! ADA Ramps
CIP F-03
APPENDIX B — Prevailing Wage Determination

APPENDICES
2

2/8/24, 11:24 AM
SAM.gov
"General Decision Number: CA2O24OO25 01/19/2024
Superseded General Decision Number: CA2O23OO25
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Riverside County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis -Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but do not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

If the contract is entered
into on or after January 30,
2022, or the contract is
renewed or extended (e.g., an
option is exercised) on or
after January 30, 2022:

If the contract was awarded on
or between January 1, 2015 and
January 29, 2022, and the
contract is not renewed or
extended on or after January
30, 2022:
. Executive Order 14026
generally applies to the
contract.
. The contractor must pay
all covered workers at
least $17.20 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2024.
. Executive Order 13658
generally applies to the
contract.
. The contractor must pay all
covered workers at least
$12.90 per hour (or the
applicable wage rate listed
on this wage determination,
if it is higher) for all
hours spent performing on
that contract in 2024.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts .

https://sam.gov/wage-determination/CA20240025/2 1/23

2/8/24, 11:24 AM
Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/19/2024
ASBE0005-002 09/01/2023
Rates Fringes
SAM.gov
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems) $ 49.58 25.27
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls) $ 36.97 20.36
ASBE0005-004 07/04/2022
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 23.52 13.37
BOIL0092-003 01/01/2024
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BOILERMAKER $ 51.98 42.11
* BRCA0004-011 05/01/2020
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BRICKLAYER; MARBLE SETTER $ 41.48 18.63
*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty -Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate BRCA0018-004 06/01/2022
Rates Fringes
MARBLE FINISHER $ 37.87 14.13
TILE FINISHER $ 32.44 12.54
TILE LAYER $ 45.05 18.33
BRCA0018-010 09/01/2022

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Rates Fringes
TERRAZZO FINISHER $ 38.37
TERRAZZO WORKER/SETTER $ 46.49

14.13 14.66
CARP0213-001 07/01/2021
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CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer $ 51.60 16.28
(2) Millwright $ 52.10 16.48
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial) $ 51.73 16.28
(4) Pneumatic Nailer,
Power Stapler $ 51.85 16.28
(5) Sawfiler $ 51.69 16.28
(6) Scaffold Builder $ 42.80 16.28
(7) Table Power Saw
Operator $ 51.70 16.28
FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H -Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.

CARP0213-002 07/01/2021
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Diver
(1) Wet $ 834.40 16.28
(2) Standby $ 445.84 16.28
(3) Tender $ 437.84 16.28
(4) Assistant Tender $ 413.84 16.28
Amounts in ""Rates' column are per day
CARP0213-004 07/01/2021
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Drywall
DRYWALL INSTALLER/LATHER $ 51.60
STOCKER/SCRAPPER $ 22.16

16.28 8.62
CARP0721-001 07/01/2021
Rates Fringes
Modular Furniture Installer $ 21.85 7.15

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* ELEC0440-001 01/01/2024
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ELECTRICIAN
INSIDE ELECTRICIAN $ 53.76 3%+27.50

INTELLIGENT TRANSPORTATION

SYSTEMS
Electrician $ 36.99 3%+23.18
Technician $ 27.75 3%+23.18
ZONE PAY: Zone A: Free travel zone for all contractors
performing work in Zone A.

Zone B:Any work performed in Zone (B) shall add $12.00 per hour to the current wage scale. Zone (B) shall be the area from the eastern perimeter of Zone (A) to a line which runs north and south begininng at Little Morongo Canyon (San Bernardino/Riverside County Line), Southeast along the
Coachella Tunnels, Colorado River Aqueduct and Mecca
Tunnels to Pinkham Wash then South to Box Canyon Road, then southwest along Box Canyon Road to Highway 195 west onto 195 south to Highway 86 to Riverside/Imperial County Line.

ELEC1245-001 06/01/2022
Rates

LINE CONSTRUCTION
(1) Lineman; Cable splicer $ 64.40
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment) $ 50.00
(3) Groundman $ 38.23
(4) Powderman $ 51.87
Fringes

22.58 21.30

20.89 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
ELEV0018-001 01/01/2023
Rates Fringes
ELEVATOR MECHANIC $ 63.95 37.335+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

ENGI0012-003 07/01/2022
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OPERATOR: Power Equipment
(All Other Work)
GROUP 1 $ 51.90 30.70
GROUP 2 $ 52.68 30.70
GROUP 3 $ 52.97 30.70
GROUP 4 $ 54.46 30.70
GROUP 5 $ 48.96 25.25
GROUP 6 $ 54.68 30.70
GROUP 8 $ 54.79 30.70
GROUP 9 $ 49.29 25.25
GROUP 10 $ 54.91 30.70
GROUP 11 $ 49.41 25.25
GROUP 12 $ 55.08 30.70
GROUP 13 $ 55.18 30.70
GROUP 14 $ 55.21 30.70
GROUP 15 $ 55.29 30.70
GROUP 16 $ 55.41 30.70
GROUP 17 $ 55.58 30.70
GROUP 18 $ 55.68 30.70
GROUP 19 $ 55.79 30.70
GROUP 20 $ 55.91 30.70
GROUP 21 $ 56.08 30.70
GROUP 22 $ 56.18 30.70
GROUP 23 $ 56.29 30.70
GROUP 24 $ 56.41 30.70
GROUP 25 $ 56.58 30.70
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1 $ 53.25 30.70
GROUP 2 $ 54.03 30.70
GROUP 3 $ 54.32 30.70
GROUP 4 $ 54.46 30.70
GROUP 5 $ 54.68 30.70
GROUP 6 $ 54.79 30.70
GROUP 7 $ 54.91 30.70
GROUP 8 $ 55.08 30.70
GROUP 9 $ 55.25 30.70
GROUP 10 $ 56.25 30.70
GROUP 11 $ 57.25 30.70
GROUP 12 $ 58.25 30.70
GROUP 13 $ 59.25 30.70
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1 $ 54.53 30.70
GROUP 2 $ 54.82 30.70
GROUP 3 $ 54.96 30.70
GROUP 4 $ 55.18 30.70
GROUP 5 $ 55.29 30.70
GROUP 6 $ 55.41 30.70
GROUP 7 $ 55.71 30.70
PREMIUM PAY:
$3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

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SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
SAM.gov
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator -inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt -rubber plant operator (nurse tank operator); Concrete mixer operator -skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler
GROUP 3: Asphalt -rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini -max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power -driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).

GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary -Johnson -Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber -tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled

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tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator -bulldozer, tamper -scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt -rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast -in -place pipe laying machine
operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type);
Pumperete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber -tired
earth -moving equipment operator (single engine,
caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator (multiple engine up to and including 25 yds. struck);
Rubber -tired scraper operator (self -loading paddle wheel type -John Deere, 1040 and similar single unit); Self-
propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor
compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar -bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types -Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types -drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC35O (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol -blade operator (single engine); Multiple engine tractor operator (Euclid and similar type -except Quad 9 cat.); Rubber -tired earth -moving equipment operator (single

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engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber -tired earth -moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 11: Heavy Duty Repairman - Welder Combination, Welder Certified.

GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi -engine); Pipe mobile machine operator; Rubber -tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber -tired self- loading scraper operator (paddle -wheel -auger type self -loading - two (2) or more units)
GROUP 13: Rubber -tired earth -moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth -moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple
engine -up to and including 25 yds. struck)
GROUP 16: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 17: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any

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combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator -truck mounted; Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A -frame or winch truck operator; Ross carrier operator (jobsite)
GROUP 4: Bridge -type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin -Western or similar type); Tugger hoist operator (1 drum)

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GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K -crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power -driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)

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GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power -driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber -tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T245, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of Tis, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM

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$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.
$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T1ON, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, TAN, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE

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ENGI0012-004 08/01/2023
Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman $ 64.10 34.60
(2) Dredge dozer $ 58.13 34.60
(3) Deckmate $ 58.02 34.60
(4) Winch operator (stern
winch on dredge) $ 57.47 34.60
(5) Fireman -Oiler,
Deckhand, Bargeman,
Leveehand $ 56.93 34.60
(6) Barge Mate $ 57.54 34.60
IRON0433-006 01/01/2024
Rates Fringes

IRONWORKER
Fence Erector $ 42.53 26.26
Ornamental, Reinforcing
and Structural $ 47.45 34.90
PREMIUM PAY:
$9.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center -Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock LAB00300-005 08/01/2022
Rates Fringes
Asbestos Removal Laborer $ 39.23 23.28
SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos -containing material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.

LAB00345-001 07/01/2022
Rates Fringes

LABORER (GUNITE)

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GROUP 1 $ 48.50 21.37
GROUP 2 $ 47.55 21.37
GROUP 3 $ 44.01 21.37
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
LABO1184-001 07/01/2022
Rates Fringes
Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer $ 40.69 18.25
(2) Vehicle Operator/Hauler$ 40.86 18.25
(3) Horizontal Directional
Drill Operator $ 42.71 18.25
(4) Electronic Tracking
Locator $ 44.71 18.25
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1 $ 41.90 21.32
GROUP 2 $ 43.20 21.32
GROUP 3 $ 45.21 21.32
GROUP 4 $ 46.95 21.32

LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble

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and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This
category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
LAB01184-002 07/01/2022
Rates Fringes

LABORER (TUNNEL)
GROUP 1 $ 45.68 23.30
GROUP 2 $ 46.00 23.30
GROUP 3 $ 46.46 23.30
GROUP 4 $ 47.15 23.30

LABORER
GROUP 1 $ 36.39 21.04
GROUP 2 $ 36.94 21.04
GROUP 3 $ 37.49 21.04
GROUP 4 $ 39.04 21.04
GROUP 5 $ 39.39 21.04

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike -off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt -rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer• Power

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broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6 -in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi -plate; Kettle person, pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand -propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand -guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No -joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot -Blast
GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal

TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.)

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GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Vibrator person, jack hammer, pneumatic
tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader
GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work LAB01184-004 07/01/2022
Rates Fringes
Brick Tender $ 37.32 21.45
LAB01414-001 08/03/2022
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER $ 38.92
PLASTER TENDER $ 41.47

23.32 23.32
Work on a swing stage scaffold: $1.00 per hour additional.

PAIN0036-001 07/01/2023
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County) $ 29.59
(2) A11 Other Work $ 38.52

17.12 18.64
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities.

PAIN0036-008 09/01/2022
Rates Fringes
DRYWALL FINISHER/TAPER $ 46.28 23.52
PAIN0036-015 01/01/2020
Rates Fringes
GLAZIER $ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per

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hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
PLAS0200-009 08/03/2022
Rates Fringes
PLASTERER $ 47.37 19.64
PLAS0500-002 07/01/2020
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 38.50 25.91
PLUM0016-001 09/01/2023
Rates Fringes

PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space $ 53.51 25.28
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work $ 42.49 23.86
All other work except work
on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space and work on
strip malls, light
commercial, tenant
improvement and remodel
work $ 55.18 26.26
PLUM0345-001 09/01/2023
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 40.20
Sewer & Storm Drain Work....$ 44.29

25.90 23.28
ROOF0036-002 08/13/2023
Rates Fringes
ROOFER $ 46.02 20.05
FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.

SFCA0669-002 01/01/2024

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Rates Fringes
SPRINKLER FITTER $ 45.31 27.91
SHEE01O5-003 01/01/2024
LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes

SHEET METAL WORKER
(1) Commercial - New
Construction and Remodel
work $ 56.95 30.04
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A -C,
heating, ventilating
systems for human comfort $ 56.95 30.04
TEAM0O11-002 07/01/2023
Rates Fringes

TRUCK DRIVER
GROUP 1 $ 38.19 33.69
GROUP 2 $ 38.34 33.69
GROUP 3 $ 38.47 33.69
GROUP 4 $ 38.66 33.69
GROUP 5 $ 38.69 33.69
GROUP 6 $ 38.72 33.69
GROUP 7 $ 38.97 33.69
GROUP 8 $ 39.22 33.69
GROUP 9 $ 39.42 33.69
GROUP 10 $ 39.72 33.69
GROUP 11 $ 40.22 33.69
GROUP 12 $ 40.65 33.69
WORK ON ALL MILITARY BASES:

PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception,
Vandenberg AFB]

TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3

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axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumperete truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments
GROUP 12: Boom Truck 17K and above
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts .

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

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(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date

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for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) A11 decisions by the Administrative Review Board are final.

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END OF GENERAL DECISION"

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City of Beaumont
Appendices

BEAUMONT
APPENDIX C - SAM UEI Form

APPENDICES
3 City Hall! ADA Ramps
CIP F-03

SYSTEM for AWARD MANAGEMENT (SAM)

UNIQUE ENTITY ID (UEI)
On April 4, 2022, the unique entity identifier used across the federal government changed from the DUNS Number to the Unique Entity ID (generated by SAM.gov).

Contractor and subcontractors are required to register in the System for Award Management (SAM) and provide the City with their Unique Entity ID (UEI) using the following links: https://sam.gov/content/entity-registration or https://usfcr.com/sam- registration/
Upon registration and obtaining the UEI, Contractors and subcontractors are required to submit this Form for each entity performing work on this Project.

Entity Name:

Entity Type:

Registration Date:

Unique Entity ID
SAM registration will be valid for one year from the date the registration is complete. A SAM registration must be renewed each year to remain active and compliant. The City recommends renewing 90 days prior to the SAM expiration date.

City of Beaumont
Appendices

BEAUMONT
City Hall! ADA Ramps
C I P F-03
APPENDIX D — Byrd Anti -Lobbying Certification Form

APPENDICES
4

City of Beaumont
Appendices

BEAUMONT
City Hall! ADA Ramps
C I P F-03
APPENDIX E - Economic Sanctions EO N-6-22 Form

APPENDICES
5

ECONOMIC SANCTIONS IN RESPONSE TO RUSSIA FORM
(California Executive Order N-6-22)
The Contractor and subcontractors are required to comply with all applicable reporting requirements regarding compliance with the economic sanctions, including, but not limited to, those reporting requirements set forth in California Executive Order N-6-22 for all parties with one or more agreements with the State of California, the County of Riverside, or any other local agency, with a value of Five Million Dollars ($5,000,000) or more. Notwithstanding any other provision in these documents, failure to comply with the economic sanctions and all applicable reporting requirements may result in disqualification or termination of the Construction Agreement, if awarded.

COMPLIANCE WITH ECONOMIC SANCTIONS IN RESPONSE TO

RUSSIA'S ACTIONS IN UKRAINE
The Contractor and subcontractors are required to comply with all applicable reporting requirements regarding compliance with the economic sanctions, including, but not limited to, those reporting requirements set forth in California Executive Order N-6-22 for all parties with one or more agreements with the State of California, the County of Riverside, or any other local agency, with a value of Five Million Dollars ($5,000,000) or more. Notwithstanding any other provision in these documents, failure to comply with the economic sanctions and all applicable reporting requirements may result in disqualification or termination of the Construction Agreement, if awarded.

MUST BE SUBMITTED WITH BID PROPOAL IF BID AMOUNT IS $5,000,000 OR MORE Prior to bidding on, submitting a proposal, or executing a contract, a party/contractor must certify:
1) it is not a target of economic sanctions and 2) in compliance with economic sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as any requirements related to the Russian sanctions imposed by the California Governor's Executive Order N-6-22 issued on March 4, 2022 and under state law, if any.

To comply with this requirement, please insert the party/contractor name and Federal ID Number (if available), complete the information described below and execute by an authorized representative of the contractor.

CERTIFICATION
I, the authorized representative for contractor named below, certify I am duly authorized to execute this certification on behalf of the contractor below, and the contractor identified below has conducted a good faith review of existing contracts. I attest that the contractor is not a target of economic sanctions, and that contractor is in compliance with the economic sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as any requirements related to the Russian sanctions imposed by the California Governor's Executive Order N-6-22 issued on March 4, 2022 and under state law, if any.

Party/Contractor Name (Printed)
Federal ID Number (or n/a)
By (Authorized Signature)
Printed Name and Title of Person Signing
Date

City of Beaumont
Appendices

BEAUMONT
APPENDIX F - MBE / WBE Forms

APPENDICES
6 City Hall! ADA Ramps
CIP F-03

PARTICIPATION RESPONSIBILITIES FOR PRIME CONTRACTORS

AND THEIR SUBCONTRACTORS
All recipients of federal funds from the U. S. Department of Treasury, as well as their prime contractors and subcontractors, must make every effort to solicit bids from eligible MBE/WBEs.

This information must be documented and reported to the City as described in this document.

The MBE/WBE responsibilities of the Prime Contractor are:

1. To conduct a "Good Faith" effort to ensure maximum MBE/WBE participation in the project;

2. Complete or obtain from MBE/WBE subcontractors, all of the completed forms required in these guidelines (Forms 1-5) and submit them to the recipient; and

3. Report actual MBE/WBE participation on a quarterly basis to the recipient.

The MBE/WBE responsibilities of the Agency are:

1. To ensure that the prime contractor meets the responsibilities identified in these guidelines;

2. Submit all documentation identified in these guidelines to the City and maintain all records in the project files for later access or auditing; and

3. Provide quarterly reports on MBE/WBE procurements to the City.

Section 3: "Good Faith" Effort Process
Any public or private entity receiving federal funds must demonstrate that efforts were made to attract MBE/WBEs on any federal contracts. The process to attract MBE/WBEs is referred to as the "Good Faith" effort. This effort requires the recipient, prime contractor and any subcontractors to take the steps listed below to assure that MBE/WBEs are used whenever possible as sources of supplies, construction, equipment or services. Failure to take the steps outlined below and submit Form 4, Prime Contractor/Recipient Selected MBE/WBEs, prior to bid opening, shall cause the bid to be rejected as non -responsive. Use Forms 1 through 5 to document the process, 6 is completed by the Agency. If it is not practical or possible to comply with one or more of the five steps, prepare an explanation and submit it with the ATA package.

STEP 1: Divide the total requirements, when economically feasible, into small tasks or quantities to permit maximum participation. Evidence submitted must illustrate that the work was divided into small proprietary portions (e.g. paving, electrical, landscaping, revegetation).

STEP 2: Establish delivery schedules, when work requirements permit, that encourage maximum MBE/WBE participation.

STEP 3: Use the services of the U.S. Small Business Administration (SBA) and the Minority Business Development Agency (MBDA) of the U. S. Department of Commerce (DOC) in soliciting qualified MBE/WBEs. Utilization of these resources is required at no cost. These agencies offer several services, including Internet access to databases of MBE/WBEs.

SBA's database is http://www.ccr.gov/ .

For additional assistance, the recipient or contractor can telephone the local offices of both agencies in their area (SBA Minority Enterprise Development Offices and DOC MBDA Regional Centers). The Internet web sites also include names, addresses, and phone or fax numbers of local SBA and MBDA centers. There are contact phone numbers listed in Step 5 that will assist you in reaching the two offices if the Internet is unavailable. Do not write to these sources.

The prime contractor must provide documentation that the local SBA/MBDA offices or web sites were notified of the contracting bid opportunity at least twelve working days prior to bid opening (five working days for referrals from SBA/MBDA or web sites) and solicitation to MBE/WBE subcontractors at least seven working days prior to bid opening.

Documentation must not only include the efforts to contact the information sources and list the contract opportunity, but also the solicitation and response to the bid request.

STEP 4: Include qualified MBE/WBEs on solicitation lists (Form 1) and record the information. Solicitation should be as broad as possible. The following web sites include a list of available sources for expanding the search for eligible MBE/WBEs:
http://www.sba.gov ( http://www.ccr.gov) and ( http://www.mbda.gov) . If MBE/WBE sources are not located, explain why and describe the efforts made. See Step 5 for more detailed information.

For all contracts, the prime contractor must send invitations to at least three (or all, if less than three) MBE/WBE vendors for each item of work referred by sources contacted. The invitations must adequately specify the items for which bids are requested. The record of "good faith" efforts must indicate a real desire for a positive response, such as a certified mail receipt or a documented telephone conversation. (A regular letter or an unanswered telephone call is not an adequate "good faith" effort). A list of all sub -bidders, including the bidders not selected and non-MBE/WBE subcontractors, and bid amount for each item of work must be submitted on Form 5. A sample list is shown in Form 5, Sample Summary of Bids Received from Subcontractors. If a low bid was not accepted, an explanation must be provided.

STEP 5: MBE/WBE potential resources centers.

Federal Agencies must be contacted:

Name and Address
Telephone and Website
U.S. Small Business Administration
(415) 744-6820 Extension 0
455 Market Street, Suite 600
PRO -Net Database: http://www.ccr.gov/
San Francisco, CA 94105
Bid Notification: http://web.sba.gov/subnet/
RE: Minority Enterprise Development Offices
U.S. Department of Commerce
(415) 744-3001
Minority Business Development Agency
Phoenix/ Opportunity Database:
211 Main Street, Room 1280
http://www.mbda.gov
San Francisco, CA 94105
RE: Business Development Centers
State Agencies must be contacted:

Name and Address
Telephone and Website
California Department of Transportation
Mailing Address: PO Box 942874
(CALTRANS) Business Enterprise Program
Sacramento, CA 94274-0015
1820 Alhambra Blvd.
(916) 227-9599
Sacramento, CA 95816
www.dot.ca.gov/hq/bep
(CALTRANS) Business Enterprise Program
Mailing Address: PO Box 942874
CA Public Utilities Commission (CPUC)
505 Van Ness Avenue
http://www.cpuc.ca.gov/static/supplierdiversity
San Francisco, CA 94102-3298

Reporting Requirements:

All requests for services, supplies, equipment, or construction solicited by the City, other governmental agencies, non-profit agencies, or private businesses are subject to the MBE/WBE requirements. These requirements apply to the prime contractor and all subcontractors.

The only exceptions to this requirement are contracts with governmental or non-profit agencies.

For the duration of the contract, all primary and subcontractors will be required to report progress made in fulfilling the "good faith" effort in their quarterly reports. Failure to provide this information as stipulated in the contract language will be cause for contract termination. City staff will provide recipients with the forms and instructions to report their "good faith" efforts when the award and contract is issued.

Once a bidder is selected, the prime contractor should compile the information required by the "good faith" effort process. All information supporting the "good faith" effort must be submitted within ten working days after the bid opening. Recipient shall review the successful bidder's records closely to be sure that, prior to bid opening, all required "good faith" efforts were made. Failure of either the bidder or prime contractor/subcontractor to follow the process and provide the necessary information to the City could jeopardize the bidding process.

The following situations and circumstances require actions as indicated:

1. If the apparent successful low bidder was rejected a complete explanation must be provided.

2. Each MBE/WBE firm utilized must complete and submit the Form 3, Contractor Self - Certification within ten (10) days after the bid opening date.

3. If additional subcontracts become necessary after the award of the prime contract, provide Form 3 to the City within ten (10) working days following the award of each new subcontract.

4. Any deviation from the information provided at the time of the bid shall not result in a reduction of MBE/WBE participation without prior approval of the City's Project Manager.

5. Failure of the apparent low bidder to perform the five "good faith" effort steps prior to bid opening and submittal of Form 4 with the bid, will result in its bid being declared non- responsive. The contract may then be awarded to the next low, responsive, responsible bidder that meets the requirements or the recipient may re -advertise the project.

6. The apparent successful low bidder must submit documentation to the recipient within ten working days following bid opening showing that, prior to the bid opening, all required "good faith" efforts were made.

MBE/WBE Forms:

The following forms are provided to report project MBE/WBE information. These forms may be obtained electronically from the City Principal Engineer, Dustin Christensen at (951) 572-3192 or [email protected]. If you have any questions about completing these forms or when to turn them in, please contact the Principal Engineer.

All Forms, where applicable, must have original signature and date.

The following table provides information on who completes each form and where the forms are to be sent:

Form #
Description
Completed By:

Submit To:
1 Solicitation
Prime
City with Bid
2 Bids Received List
Prime
City with Bid
3 (Att. A)
Self -Certification
MBE/WBE Subs
Prime Contractor
4 (Att. B)
Selected Subcontractors
Prime (with bid)
City with Bid
5 Summary & Sample
Prime
City with Bid
6 Positive Effort Certification
Recipient
City with Bid

FORM 1

MINORITY AND WOMEN OWNED BUSINESS ENTERPRISE (MBE/WBE)
"GOOD FAITH" EFFORT LIST OF SUBCONTRACTORS SOLICITED
Contractor Name
Contractor Address
Category
(MBE or
WBE)
How
Located
Date of
Contact
Contact
Method
Task
Description
Delivery
Schedule
Response
(Yes/No)
Form 1 is required to be submitted with the bid package.

FORM 2

MINORITY AND WOMEN OWNED BUSINESS ENTERPRISE (MBE/WBE)
"GOOD FAITH" EFFORT BIDS RECEIVED LIST
Contractor Name
Category
(MBE or
WBE)
Task
Description
Bid
Amount
Selected
(Check)
Explanation for Not
Selecting
Form 2 is required to be submitted with the bid package.

FORM 3 (Attachment A)

MINORITY- OR WOMEN -OWNED BUSINESS ENTERPRISE
(MBE/WBE)

CONTRACTOR SELF CERTIFICATION
Firm Name:

Address:

Principal Service or Product:

PLEASE INDICATE PERCENTAGE OF OWNERSHIP
Phone:

Bid Amount $
o MBE
% Ownership
o WBE
% Ownership
1 o Prime Contractor
o Subcontractor
o Supplier of Material/Service
o Broker
1 I
o Sole Ownership
o Partnership
o Corporation
o Joint Venture
I hereby certify that this firm is a Minority or Women Business Enterprise as defined in Public Contract Code, Section 10115.1. In making this certification, I am aware of Sections 12650 et seq. of the Government Code, providing for the imposition of treble damages for making false claims against the State and Section 10115.10 of the Public Contract Code, making it a crime to intentionally make an untrue statement in this certificate.

Certified by: Title:

MBE/WBE Sub (ORIGINAL SIGNATURE AND DATE REQUIRED)
Name: Date:

Additional proof may be required upon written challenge of this certification by any person or agency. Falsification of this certification by a firm selected to perform federally funded work may result in a determination that the firm is non -responsive and ineligible for future contracts.

This form must be submitted within 10 working days after the bid opening date.

FORM 4 (Attachment B)

PRIME CONTRACTOR/RECIPIENT
SELECTED MINORITY- AND WOMEN -OWNED BUSINESS ENTERPRISES (MBE/WBEs

CONTRACT RECIPIENTS NAME
CONTRACT NO. OR SPECIFICATION NO.

PROJECT DESCRIPTION

PROJECT LOCATION

PRIME CONTRACTOR INFORMATION
NAME AND ADDRESS (Include ZIP Code, Federal Tax ID #)
PHONE
o MBE o WBE
AMOUNT OF CONTRACT$

MBE/WBE INFORMATION
o NONE*
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code,)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code,)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
TOTAL MBE AMOUNT:

SIGNATURE OF PERSON COMPLETING
$ TOTAL WBE AMOUNT: $
FORM:

DATE:

TITLE: PHONE:

Negative reports are required. Original Signature and Date Required.

Failure to complete and submit Form 4 with the bid package will result in bid rejection as non -responsive.