Agenda packet — Hawthorne City Council, December 9, 2025 (part 3 of 3)

These PCC pavement recommendations should be confirmed with additional resistance (“R”) value testing of representative near-surface soils at the completion of grading and after underground utilities have been installed and backfilled. Final PCC pavement section designs shall be selected by the project civil engineer based upon the projected design traffic index(ices).

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The following minimum PCC pavement sections are recommended:

All Proposed Hangars - PCC Pavement Section Recommendations Service Type Traffic Index
(TI)
PCC Pavement
Thickness (inches)
Aggregate Base Course
Thickness (inches)
Light Traffic Loads:

Passenger Cars 5.0 6 6
Moderate Traffic Loads:

Passenger Cars,
Trucks & Buses

7.0 9 6
Heavy Traffic Loads:

Passenger Cars,
Trucks & Buses,
Trash Trucks

9.0 12 6
The recommended PCC pavement sections consisting of thicknesses presented above shall be placed over a minimum of (12) inches of properly compacted subgrade earth materials. The concrete should have a minimum compressive strength of (3,500) pounds per square inch at the time the pavement is subjected to traffic loads. To reduce, (but not eliminate), the potential for cracking, paving should provide control joints at regular intervals not exceeding (14) feet in each direction to a depth of (⅓) of the concrete thickness. Contraction and construction joints should include a joint filler/sealer to prevent migration of water into the subgrade earth materials. The type of joint sealer and filler material should be specified by the pavement designer and should be maintained throughout the life of the pavement. Dowels are recommended at joints to reduce potential offsets. The above section does not include steel reinforcement.

Steel reinforcement, typically consisting of (#3) rebars placed at (24) inches on-center each way, may be added to reduce the potential for cracking.

The PCC pavement section thicknesses provided are minimum thicknesses. Increasing the thickness of any or all of the above layers will reduce the likelihood of the pavement experiencing distress during its service lifetime. The above recommendations are based on the assumption that proper maintenance and irrigation of the areas adjacent to the roadway will occur through the design life of the pavement. Failure to maintain a proper maintenance and/or irrigation program may jeopardize the integrity of the PCC pavement.

Aggregate Base Course
Aggregate base should be compacted to a to a minimum of (95)-percent of the modified Proctor maximum dry density, as determined by the most recent version of ASTM D1557. Base materials utilized should be a CALTRANS Class II Aggregate Base, and/or conform with Sections 200-2.2 or 200-2.4 of the Standard Specifications for Public Works Construction, (Green Book), current edition.

The performance of pavement is highly dependent upon providing positive surface drainage away from the edges. Ponding of water on or adjacent to pavement can result in saturation of the subgrade materials and subsequent pavement distress. If planter islands are planned, the perimeter curb should extend a minimum of (12) inches below the bottom of the aggregate base.

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REVIEWS
Plan Review and Plan Notes
The final grading, building, and/or structural plans shall be reviewed and approved by the consultants to ensure that all recommendations are incorporated into the design or shown as notes on the plan.

The final plans should reflect the following:

1. This Geotechnical Engineering Investigation by Bay City Geology, Inc. is a part of the plans.

2. Plans must be reviewed and signed by the project engineering geologist and soils engineer.

3. The project engineering geologist and soils engineer must review all grading.

4. The project engineering geologist and soils engineer shall review all foundation excavations prior to placing steel and concrete.

Construction Review
Onsite reviews will be required to verify all geotechnical work. It is required that all footing excavations, seepage pits, and grading be reviewed by this office. This office should be notified at least two working days in advance of any field reviews so that staff personnel may be made available.

The property owner should take an active role in project safety by assigning responsibility and authority to individuals qualified in appropriate construction safety principles and practices. Generally, site safety should be assigned to the general contractor or construction manager that is in control of the site and has the required expertise, which includes but not limited to construction means, methods and safety precautions.

LIMITATIONS
General
Findings, conclusions and recommendations contained in this report are based upon the surface mapping, subsurface exploration, data analyses, and specific information as described and past experience. Earth materials and conditions immediately adjacent to, or beneath those observed may have different characteristics, such as, earth type, physical properties and strength. Therefore, no representations are made as to the nature, quality, or extent of latent earth materials. Site conditions can and do change from those that were first envisioned. During construction, if subsurface conditions differ from those encountered in the described exploration, this office should be advised immediately so that appropriate action can be taken.

The scope of this investigation is limited to the project area explored as depicted on the enclosed Plot Map.

This report is not a comprehensive evaluation of the entire property. This report has not been prepared for use by other parties or for other purposes and may not contain sufficient information for other than the intended use. Prior to use by others, Bay City Geology, Inc. should be consulted to determine if additional work is required. If the project is delayed more than one year, this office should be contacted to verify current site conditions and prepare an update report.

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Findings, conclusions and recommendations presented herein are based on experience and background.

Therefore, findings, conclusions and recommendations are professional opinions and are not meant to indicate a control of nature.

Potentially expansive soils were encountered on the subject property. Design for foundations, slabs on grade, and retaining walls have been provided to mitigate this soil condition. These designs do not guarantee or warrant that cracking will not occur.

This limited report provides information regarding the geologic findings on the subject property. It is not designed to provide a guarantee that the site will be free of hazards in the future, such as, landslides, slippage, differential settlement, debris flows, seepage, concentrated drainage or flooding. Hillside properties are subject to hazards, which are not found with flatland properties. It may not be possible to eliminate all hazards, but property owners must maintain their property and improve deficiencies.

CONSTRUCTION NOTICE
Construction can be difficult. Recommendations contained herein are based upon surface reconnaissance and subsurface explorations deemed suitable for the scope of the project.

It is this Corporation's aim to advise you through this report of the general site conditions, suitability for construction, and overall stability. It must be understood that the opinions are based upon testing, analysis, and interpretation thereof.

Quantities for foundation concrete and steel may be estimated, based on the findings provided in this report. However, you must be aware that depths and magnitudes will most-likely vary between the explorations provided in this report.

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APPENDIX I
Location Maps
Plot Maps
Field Exploration Summary
Boring Logs 5 through 14
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LOCATION
Reference: LA County GIS
Project
Address:
12101 Crenshaw Boulevard
Hawthorne, California Plate 1

HAWTHORNE AIRPORT
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REGIONAL GEOLOGY MAP
Reference: Geologic Map of the Long Beach 30’x60’ Quadrangle 1”=~4000’ Project
Address:
12101 Crenshaw Boulevard
Hawthorne, California Plate 2
SITE
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SEISMIC HAZARD MAP
Reference: State of California EZRIM of the Inglewood Quadrangle 1”=~2000’ Project
Address:
12101 Crenshaw Boulevard
Hawthorne, California Plate 3
SITE
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HISTORIC HIGH GROUNDWATER
Reference: State of California Seismic Hazard Report of the Inglewood Quadrangle Project
Address:
12101 Crenshaw Boulevard
Hawthorne, California Plate 4

SITE
Proposed Proposed Hangar Hangar Proposed Hangar Proposed Hangars Proposed Hangar Proposed Hangars MAP 1 MAP 2 MAP 3 MAP 4 120th STREET PRAIRIE AVENUE INTERSTATE 105 RUNWAY Bay City Geology, Inc. August, 2024 Project Address: 12101 Crenshaw Boulevard Hawthorne, California Project Number: 1528-3 Scale 1"=160' B-6 Location of Borings Plot Map Overview Explanation Proposed Hangar ... % TAXIWAY Bay City Geology, Inc. August, 2024 Project Address: 12101 Crenshaw Boulevard Hawthorne, California Project Number: 1528-3 Scale 1"=30' B-6 Location of Borings Plot Map 1 Explanation B-7 B-8 B-9 B-10 ........ +DQJDUV 3URSRVHG +DQJDU 3URSRVHG +DQJDU RUNWAY TAXIWAY Bay City Geology, Inc. August, 2024 Project Address: 12101 Crenshaw Boulevard Hawthorne, California Project Number: 1528-3 Scale 1"=50' B-10 Location of Borings Plot Map 2 Explanation B-11 B-12 B-13 ........ +DQJDUV Control Tower 120th STREET TAXIWAY RUNWAY Bay City Geology, Inc. August, 2024 Project Address: 12101 Crenshaw Boulevard Hawthorne, California Project Number: 1528-3 Scale 1"=30' B-12 Location of Borings Plot Map 3 Explanation B-14 SCST-1 SCST-2 TAXIWAY 120th STREET
PRAIRIE AVENUE ........ +DQJDU Bay City Geology, Inc. August, 2024 Project Address: 12101 Crenshaw Boulevard Hawthorne, California Project Number: 1528-3 Scale 1"=30' B-14 Location of Boring by Bay City Geology (2024) Plot Map 4 Explanation SCST-2 Location of Borings by SCST Engineering (2016) August 12, 2024 Page 31
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Field Exploration Summary
A field exploration of the site was conducted on July 10 & 11, 2024. The geotechnical conditions were mapped by a representative of this office, (refer to Plot Map & Exploration Logs). Subsurface exploration was performed by a truck-mounted conventional (8)-inch hollow-stem auger drill rig and included advancing ten (10) hollow-stem auger borings. The borings were advanced to a maximum depth of (31.5) feet below adjacent site grades. The Plot Maps in Appendix I depict the locations of the subsurface explorations. The explorations were logged by the project engineering geologist using both visual and tactile methods.

Hollow-Stem Auger Boring
Representative samples of the onsite earth materials were obtained from the hollow-stem auger borings. Modified California ring samples were obtained within the borings through the use of a (12)-inch long, brass ring lined, steel split-spoon sampler with successive blows of a (140) pound, auto-trip hammer dropped (30) inches. The sampled earth materials are retained within the brass rings, which are (2½) inches in diameter and (1) inch in height.

Standard Penetration Test (SPT) samples, (if taken), were obtained within the explorations through the use of an (18)-inch long, (2)-inch diameter, split-spoon SPT sampler. Earth material samples were obtained and SPT testing was performed in accordance with ASTM D1586.

Bulk samples of the upper approximately (5) feet of onsite earth materials were obtained from the hollow-stem auger boring cuttings by manually collecting the cuttings with a shovel. The earth material samples were transported to the laboratory in moisture tight containers. Depths of the obtained earth material samples are indicated on the Exploration Logs.

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APPENDIX II - LABORATORY TESTING
Laboratory testing was performed on representative earth material samples obtained during our field exploration, as outlined in Appendix I. All earth material samples were sent to the laboratory for examination, testing, and classification using the Unified Soil Classification System (USCS). The earth material samples were tested for the purpose of estimating material properties for use in subsequent engineering evaluations.

Moisture and Density Tests
The dry unit weight and moisture content of the undisturbed samples were determined in accordance with ASTM D2216 and ASTM D2937. Classification of the obtained soil samples were performed utilizing the USCS in accordance with ASTM D2487 and ASTM D2488.

Expansion Index Tests
Expansion characteristics of the soil were determined in accordance with ASTM D4829 procedures. The sample is remolded and compacted into an expansion mold with a degree of saturation between 40-60%.

A vertical confining pressure of (144) pounds per square foot is applied to the sample. The sample is inundated with distilled water. The deformation is recorded after (24) hours.

Moisture-Density Relation (Modified Proctor Maximum Density Test) Compaction tests are performed in accordance with ASTM D1557 on representative samples to determine the relationship between molding water content and dry unit weight of soils. A sample at a selected water content is placed in five layers in a mold. Each layer is uniformly compacted with a (10)-pound hammer.

The resulting dry density is determined. A sufficient number of samples are tested at varying moisture contents to determine the moisture-density relation (compaction curve).

Direct Shear Tests
Direct single and/or repeat shear tests were performed in accordance with ASTM D3080 procedures using a strain-controlled direct shear machine. The desired normal load is applied to the specimen and allowed to come to equilibrium. The rate of deflection on the sample is approximately (0.005) inches per minute.

The samples are tested at higher and/or lower normal loads in order to determine the earth material angle of internal friction and cohesive strength.

Consolidation Tests
Consolidation tests in accordance with ASTM D2435 procedures were performed on samples contained within the one-inch brass rings of the Modified California ring sampler. Consolidation tests are used to predict the soil settlement behavior under a specific loading progression. Porous stones are placed in contact with top and bottom of the samples to permit the addition or release of water. Loads are applied in several increments and the results are recorded at selected time intervals. Samples are tested at field and increased moisture content. The results are plotted on the Consolidation Test Curve and the load at which the water is added as noted on the drawing.

Resistance “R” Value by Stabilometer
The resistance “R” value and potential strength of the onsite subgrade soils for use in pavement design was determined by testing a retrieved bulk soil sample in accordance with ASTM D2844 and/or CALTRANS CTM 301. The bulk soil sample is prepared and tested with the stabilometer and expansion pressure devices to obtain results indicative of performance when placed in the base, subbase, or subgrade of a road subjected to traffic loads. The expansion pressure testing has been used in conjunction with the Rvalue test to determine cover requirements (thickness) and construction controls to reduce pavement distortion from expansive subgrade soils.

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PLATE L-1A: LABORATORY RECAPITULATION 1
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PLATE L-1B: LABORATORY RECAPITULATION 1 (CONT.)
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PLATE L-2: LABORATORY RECAPITULATION 2
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PLATE S-1: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-2: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-3: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-4: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-5: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-6: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-7: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-8: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-9: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-10: DIRECT SHEAR TEST (ASTM D3080)
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PLATE S-11: DIRECT SHEAR TEST (ASTM D3080)
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PLATE C-1: CONSOLIDATION TEST (ASTM D2435)
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PLATE C-2: CONSOLIDATION TEST (ASTM D2435)
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PLATE C-3: CONSOLIDATION TEST (ASTM D2435)
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PLATE C-4: CONSOLIDATION TEST (ASTM D2435)
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PLATE C-5: CONSOLIDATION TEST (ASTM D2435)
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PLATE C-6: CONSOLIDATION TEST (ASTM D2435)
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PLATE C-7: CONSOLIDATION TEST (ASTM D2435)
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PLATE C-8: CONSOLIDATION TEST (ASTM D2435)
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PLATE R-1: SOIL RESISTANCE (“R”) VALUE (ASTM D2844 / CALTRANS CTM 301) August 12, 2024 Page 67
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PLATE R-2: SOIL RESISTANCE (“R”) VALUE (ASTM D2844 / CALTRANS CTM 301) August 12, 2024 Page 68
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PLATE R-3: SOIL RESISTANCE (“R”) VALUE (ASTM D2844 / CALTRANS CTM 301) August 12, 2024 Page 69
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PLATE R-4: SOIL RESISTANCE (“R”) VALUE (ASTM D2844 / CALTRANS CTM 301) August 12, 2024 Page 70
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APPENDIX III

ENGINEERING ANALYSIS
Temporary Excavation Calculations
Seismic Design Considerations
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File No.: 1528-3
Project: Hawthorne Airport
ASSUME: NE Hangar Grading Over-Excavation

CALCULATION PARAMETERS
EARTH MATERIAL: Af/Qyf EXCAVATION HEIGHT: 5 feet
SHEAR DIAGRAM: BACKSLOPE ANGLE: 0 degrees
COHESION: 287.7 psf SURCHARGE: 0 pounds
PHI ANGLE: 27.7 degrees SURCHARGE TYPE: U Uniform
DENSITY: 136.3 pcf INITIAL FAILURE ANGLE: 10 degrees
FINAL FAILURE ANGLE: 80 degrees
SLOT CUT WIDTH: 8 feet INITIAL TENSION CRACK: 1 feet
COHESION: 143.85 psf FINAL TENSION CRACK: 10 feet
PHI ANGLE: 13.85 degrees
CRITICAL FAILURE ANGLE 54 degrees
HORIZONTAL DISTANCE TO UPSLOPE TENSION CRACK 1.0 feet
DEPTH OF TENSION CRACK 3.6 feet
TOTAL EXTERNAL SURCHARGE 0.0 pounds
VOLUME OF FAILURE WEDGE 34.5 ft3
WEIGHT OF FAILURE WEDGE 4701.6 pounds
LENGTH OF FAILURE PLANE 1.7 feet
SURFACE AREA OF FAILURE PLANE 14 ft2
SURFACE AREA OF SIDES OF SLOTS 4.3 ft2
NUMBER OF TRIAL WEDGES ANALYZED 8928 trials
TOTAL RESISTING FORCE ALONG WEDGE BASE (FrB) 2263.4 pounds TOTAL RESISTING FORCE ALONG WEDGE SIDES (FrS) 776.5 pounds RESULTANT HORIZONTAL COMPONENT OF FORCE -89.9 pounds
CALCULATED FACTOR OF SAFETY 1.73
CONCLUSIONS:

SLOT CUT CALCULATION
THE CALCULATION INDICATES THAT SLOT CUTS UP TO 8 FEET
WIDE AND 5 FEET HIGH HAVE A SAFETY FACTOR GREATER THAN

1.25 AND ARE TEMPORARILY STABLE.

CALCULATED RESULTS
CALCULATE THE FACTOR OF SAFETY OF SLOT CUT EXCAVATIONS. ASSUME COHESIVE AND FRICTIONAL RESISTANCE ALONG THE SIDES OF SLOTS AS WELL AS THE FAILURE SURFACE. THE HORIZONTAL PRESSURE ON THE SIDES OF THE SLOTS IS THE AT-REST PRESSURE (1-SIN(phi)).

SLOT BOUNDARY CONDITIONS
S-4 & 5, Lowest Ult. Vals.

Run Calculation
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File No.: 1528-3
Project: Hawthorne Airport
ASSUME: SE Hangar Grading Over-Excavation

CALCULATION PARAMETERS
EARTH MATERIAL: Qyf EXCAVATION HEIGHT: 5 feet
SHEAR DIAGRAM: BACKSLOPE ANGLE: 0 degrees
COHESION: 179.7 psf SURCHARGE: 0 pounds
PHI ANGLE: 29.7 degrees SURCHARGE TYPE: U Uniform
DENSITY: 136.3 pcf INITIAL FAILURE ANGLE: 10 degrees
FINAL FAILURE ANGLE: 80 degrees
SLOT CUT WIDTH: 8 feet INITIAL TENSION CRACK: 1 feet
COHESION: 89.85 psf FINAL TENSION CRACK: 10 feet
PHI ANGLE: 14.85 degrees
CRITICAL FAILURE ANGLE 58 degrees
HORIZONTAL DISTANCE TO UPSLOPE TENSION CRACK 1.0 feet
DEPTH OF TENSION CRACK 3.4 feet
TOTAL EXTERNAL SURCHARGE 0.0 pounds
VOLUME OF FAILURE WEDGE 33.6 ft3
WEIGHT OF FAILURE WEDGE 4579.5 pounds
LENGTH OF FAILURE PLANE 1.9 feet
SURFACE AREA OF FAILURE PLANE 15 ft2
SURFACE AREA OF SIDES OF SLOTS 4.2 ft2
NUMBER OF TRIAL WEDGES ANALYZED 8928 trials
TOTAL RESISTING FORCE ALONG WEDGE BASE (FrB) 2136.1 pounds TOTAL RESISTING FORCE ALONG WEDGE SIDES (FrS) 664.8 pounds RESULTANT HORIZONTAL COMPONENT OF FORCE -7.9 pounds
CALCULATED FACTOR OF SAFETY 1.27
CONCLUSIONS:

SLOT CUT CALCULATION
THE CALCULATION INDICATES THAT SLOT CUTS UP TO 8 FEET
WIDE AND 5 FEET HIGH HAVE A SAFETY FACTOR GREATER THAN

1.25 AND ARE TEMPORARILY STABLE.

SLOT BOUNDARY CONDITIONS
S-1, Lowest Ult. Vals.

Run Calculation
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File No.: 1528-3
Project: Hawthorne Airport
ASSUME: SW Hangar Grading Over-Excavation

CALCULATION PARAMETERS
EARTH MATERIAL: Af/Qyf EXCAVATION HEIGHT: 5 feet
SHEAR DIAGRAM: BACKSLOPE ANGLE: 0 degrees
COHESION: 228 psf SURCHARGE: 0 pounds
PHI ANGLE: 28.2 degrees SURCHARGE TYPE: U Uniform
DENSITY: 138.7 pcf INITIAL FAILURE ANGLE: 10 degrees
FINAL FAILURE ANGLE: 80 degrees
SLOT CUT WIDTH: 8 feet INITIAL TENSION CRACK: 1 feet
COHESION: 114 psf FINAL TENSION CRACK: 10 feet
PHI ANGLE: 14.1 degrees
CRITICAL FAILURE ANGLE 56 degrees
HORIZONTAL DISTANCE TO UPSLOPE TENSION CRACK 1.0 feet
DEPTH OF TENSION CRACK 3.5 feet
TOTAL EXTERNAL SURCHARGE 0.0 pounds
VOLUME OF FAILURE WEDGE 34.1 ft3
WEIGHT OF FAILURE WEDGE 4725.5 pounds
LENGTH OF FAILURE PLANE 1.8 feet
SURFACE AREA OF FAILURE PLANE 14 ft2
SURFACE AREA OF SIDES OF SLOTS 4.3 ft2
NUMBER OF TRIAL WEDGES ANALYZED 1860 trials
TOTAL RESISTING FORCE ALONG WEDGE BASE (FrB) 2234.1 pounds TOTAL RESISTING FORCE ALONG WEDGE SIDES (FrS) 731.6 pounds RESULTANT HORIZONTAL COMPONENT OF FORCE -21.6 pounds
CALCULATED FACTOR OF SAFETY 1.46
CONCLUSIONS:

SLOT CUT CALCULATION
THE CALCULATION INDICATES THAT SLOT CUTS UP TO 8 FEET
WIDE AND 5 FEET HIGH HAVE A SAFETY FACTOR GREATER THAN

1.25 AND ARE TEMPORARILY STABLE.

SLOT BOUNDARY CONDITIONS
S-2 & 3, Lowest Ult. Vals.

Run Calculation
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File No.: 1528-3
Project: Hawthorne Airport
ASSUME: NW Hangar Grading Over-Excavation

CALCULATION PARAMETERS
EARTH MATERIAL: Qyf EXCAVATION HEIGHT: 5 feet
SHEAR DIAGRAM: BACKSLOPE ANGLE: 0 degrees
COHESION: 186.3 psf SURCHARGE: 0 pounds
PHI ANGLE: 27.3 degrees SURCHARGE TYPE: U Uniform
DENSITY: 138.6 pcf INITIAL FAILURE ANGLE: 10 degrees
FINAL FAILURE ANGLE: 80 degrees
SLOT CUT WIDTH: 8 feet INITIAL TENSION CRACK: 1 feet
COHESION: 93.15 psf FINAL TENSION CRACK: 10 feet
PHI ANGLE: 13.65 degrees
CRITICAL FAILURE ANGLE 57 degrees
HORIZONTAL DISTANCE TO UPSLOPE TENSION CRACK 1.0 feet
DEPTH OF TENSION CRACK 3.5 feet
TOTAL EXTERNAL SURCHARGE 0.0 pounds
VOLUME OF FAILURE WEDGE 33.8 ft3
WEIGHT OF FAILURE WEDGE 4690.3 pounds
LENGTH OF FAILURE PLANE 1.8 feet
SURFACE AREA OF FAILURE PLANE 15 ft2
SURFACE AREA OF SIDES OF SLOTS 4.2 ft2
NUMBER OF TRIAL WEDGES ANALYZED 9672 trials
TOTAL RESISTING FORCE ALONG WEDGE BASE (FrB) 2189.2 pounds TOTAL RESISTING FORCE ALONG WEDGE SIDES (FrS) 700.9 pounds RESULTANT HORIZONTAL COMPONENT OF FORCE -12.6 pounds
CALCULATED FACTOR OF SAFETY 1.25
CONCLUSIONS:

SLOT CUT CALCULATION
THE CALCULATION INDICATES THAT SLOT CUTS UP TO 8 FEET
WIDE AND 5 FEET HIGH HAVE A SAFETY FACTOR GREATER THAN

1.25 AND ARE TEMPORARILY STABLE.

SLOT BOUNDARY CONDITIONS
S-6 & 7, Lowest Ult. Vals.

Run Calculation
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Seismic Design Considerations
Any new structures and/or site improvements for the proposed development should be designed in accordance with the seismic design considerations contained in 2022 California Building Code (CBC) §1613 and Standard ASCE/SEI 7-16, (2017). The following parameters should be considered for design.

MAXIMUM CONSIDERED EARTHQUAKE GEOMETRIC MEAN
Reference: Portion of Figure 22-9, Standard ASCE/SEI 7-16 (2017) Plate 5 Project
Address:
12101 Crenshaw Boulevard
Hawthorne, California

SITE
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Additional Seismic Design Considerations for Site Class D (“Default” / “Stiff Soil”) Under EXCEPTION A of ASCE/SEI 7-16 §11.4.8, a ground motion hazard analysis is not required for structures other than seismically isolated structures and structures with damping systems where the Seismic Response Coefficient “CS” is determined as provided herein, (below):

Seismic Response Coefficient “CS":

CS = {(SDS)*[1/(R/Ie)]}; for: T ≤ (1.5)*(TS) (eq. 12.8-2, ASCE/SEI 7-16) CS = {[(1.5)*(SD1)]/[(T)*(R/Ie)]}; for: (1.5)*(TS) < T ≤ TL (eq. 12.8-3, ASCE/SEI 7-16) CS = {[(1.5)*(SD1)*(TL)]/[(T)*(R/Ie)]}; for: T > TL (eq. 12.8-4, ASCE/SEI 7-16) Where:

Site Class is “D” – “Default / Stiff Soil”
S1: Mapped MCER, 5% damped, spectral response acceleration parameter at a 1s period, and “S1“ ≥ 0.2.

SDS: Design, 5% damped, spectral response acceleration parameter at short periods.

SD1: Design, 5% damped, spectral response acceleration parameter at a 1s period.

R: Response modification coefficient.

Ie: Importance Factor.

T: Fundamental period of the structure.

TS: TS = SD1/SDS
TL: Long-period transition period.

Under EXCEPTION A of ASCE/SEI 7-16 §11.4.8, the following seismic design parameters may be determined from their respective sections of ASCE/SEI 7-16 without performing a site-specific ground motion hazard analysis, provided that the proposed development meets the requirements of EXCEPTION A:

Long-Period Site Coefficient (at 1.0-s Period), “FV": FV = 1.7 (Table 11.4-2, ASCE/SEI 7-16) MCER, 5% Damped, Spectral Response Acceleration Parameter at 1s Period adjusted for Site Class effects, “SM1”:

SM1 = FV * S1 = (1.7) * (0.653) = 1.11 (eq. 11.4-2, ASCE/SEI 7-16) Design, 5% Damped, Spectral Response Acceleration Parameter at 1s Period adjusted for Site Class effects, “SD1”:

SD1 = (2/3) * SM1 = (2/3) * (1.11) = 0.74 (eq. 11.4-4, ASCE/SEI 7-16) Seismic Design Category, “SDC“: SDC = “D” (ASCE/SEI 7-16 §11.6) August 12, 2024 Page 80
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APPENDIX IV – GENERAL RECOMMENDATIONS
Drainage and Maintenance
Maintenance of the property and structures located within must be performed to minimize the chance of serious damage and/or instability to improvements. Most problems are associated with or triggered by water. Therefore, a comprehensive drainage system should be designed and incorporated into the final plans. In addition, pad areas should be maintained and planted in a way that will allow this drainage system to function as intended.

The following are specific drainage, maintenance, and landscaping recommendations. Reductions in these recommendations will reduce their effectiveness and may lead to damage and/or instability to the improvements.

It is the responsibility of the property owner to ensure that the residence and drainage devices are maintained in accordance with the following recommendations and the requirements of all applicable government agencies.

Drainage
Positive pad drainage should be incorporated into the final plans. The pad should slope away from the footings at a minimum five percent slope for a horizontal distance of five feet. In areas where there is insufficient space for the recommended five-foot horizontal distance concrete or other impermeable surface should be provided for a minimum of three feet adjacent the structure. Pad drainage should be at a minimum of two percent slope where water flows over lawn or other planted areas. Drainage swales should be provided with area drains about every fifteen feet. Areas drains should be provided in the rear and side yards to collect drainage. All drainage from the pad should be directed so that water does not pond adjacent to the foundations or flow towards them.

Roof gutters and downspouts are required for the proposed structures and should be connected into a buried area drain system. All drainage from the site should be collected and directed via non-erosive devices to a location approved by the building official. Area drains, subdrains, weep holes, roof gutters and downspouts should be inspected periodically to ensure that they are not clogged with debris or damaged. If they are clogged or damaged, they should be cleaned out or repaired.

Landscaping (Planting)
Planters placed immediately adjacent to the structures are not recommended. If planters are proposed immediately adjacent to structures, impervious above-grade or below-grade planter boxes with solid bottoms and drainage pipes away from the structure are suggested. All slopes should be maintained with a dense growth of plants, ground-covering vegetation, shrubs and trees that possess dense, deep root structures and require a minimum of irrigation. Plants surrounding the development should be of a variety that requires a minimum of watering. It is recommended that a landscape architect be consulted regarding planting adjacent to improvements. It will be the responsibility of the property owner to maintain the planting. Alterations of planting schemes should be reviewed by the landscape architect.

Irrigation
An adequate irrigation system is required to sustain landscaping. Over-watering resulting in runoff and/or ground saturation must be avoided. Irrigation systems must be adjusted to account for natural rainfall conditions. Any leaks or defective sprinklers must be repaired immediately. To mitigate erosion and saturation, automatic sprinkling systems must be adjusted for rainy seasons. A landscape architect should be consulted to determine the best times for landscape watering and the proper usage.

Pools/Plumbing
Leakage from a swimming pool or plumbing can produce a perched groundwater condition that may cause instability or damage to improvements. Therefore, all plumbing should be leak-free. Pools located adjacent to descending slopes should be provided with a pool subdrain system.

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Grading & Earthwork
General Grading Guidelines

1. Prior to commencement of work, a pre-grading meeting shall be held. Participants at this meeting will consist of the contractor, the owner or his representative, and the soils engineer and/or engineering geologist. The purpose of the meeting is to avoid misunderstanding of the recommendations set forth in this report that might cause delays in the project.

2. Prior to placement of fill materials, all vegetation, rubbish, and other deleterious material should be disposed of off-site. The proposed structures should be staked out in the field by a surveyor. This staking should, as a minimum, include areas for over-excavation, toes of slopes, tops of cuts, setbacks, and easements. All staking shall be offset from the proposed grading area at least (5) feet.

The proposed construction areas should be excavated down to competent bedrock (or other recommended competent earth material).

3. The excavated grade (or “bottom”), that is determined to be satisfactory for the support of the controlled fill materials, shall then be scarified to a depth of at least (6) inches and moistened as required. The bottom should be compacted to at least (90) percent relative compaction.

4. The controlled fill materials shall consist of earth materials approved by the project soils engineer and/or engineering geologist. These materials may be obtained from the on-site excavation areas, from any other approved source areas, and by blending soils from one or more sources. The controlled fill materials used shall be free from organic matter, vegetation, and other deleterious substances. Also, the controlled fill materials shall not contain rocks greater than (8) inches in diameter, nor of a quantity sufficient to make compaction difficult.

5. The approved controlled fill materials shall be placed in approximately level layers (“lifts”) about (4 to 6) inches thick and moistened as required. Each layer shall be thoroughly mixed to attain uniformity of moisture in each layer.

When the moisture content of the controlled fill materials is found to be (3) percent or more below the optimum moisture content, as specified by the soils engineer, water shall be added and thoroughly mixed in until the moisture content is brought up to the optimum moisture content, and no more than (3) percent above the optimum moisture content.

When the moisture content of the controlled fill materials is greater than (3) percent above the optimum moisture content, as specified by the soils engineer, the fill material shall be either dried and aerated by scarifying, or it shall be blended with additional drier fill materials and thoroughly mixed until the moisture content is brought down to the optimum moisture content, and no more than (3) percent above the optimum moisture content.

Each lift of controlled fill materials shall be compacted to a minimum of (90) percent relative compaction (as determined by the modified Proctor maximum dry density - ASTM D 1557), using approved compaction equipment. Where cohesionless soil having less than (15) percent finer than (0.005) millimeters is used for controlled fill materials, the controlled fill material shall be compacted to a minimum of (95) percent relative compaction.

6. Review of controlled fill material placement and compaction should be provided by the soils engineer (or his designee) during the progress of grading. Generally, density tests will be required at intervals not exceeding (2) feet of fill height/depth, or for every 500 cubic yards of controlled fill materials placed.

7. During periods when inclement weather is expected at the project site, all controlled fill materials that have been spread and are awaiting compaction shall be compacted before stopping work, either because of inclement weather or at the end of the work day. The upper surface of the controlled fill area shall August 12, 2024 Page 82
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sloped/contoured to drain all precipitation to a single location; where water may be collected and removed from the controlled fill area.

Following inclement weather, work may resume only after the condition of the controlled fill area and materials have been review by the soils engineer, and he has given authorization to resume work. Loose fill materials not compacted prior to the rain shall be removed and aerated so that the moisture content of these controlled fill materials will be not less than and no more than (3) percent above the optimum moisture content.

Surface materials previously compacted before the inclement weather period, shall be scarified, brought to the proper moisture content, and re-compacted prior to placing additional controlled fill materials, if deemed necessary by the soils engineer

8. Review of geotechnical data available for the local vicinity of the site indicates that septic tanks, seepage pits/cesspools, or leach fields may be encountered during site grading. If encountered, these should be drained of effluent or drilled out if they have been backfilled. The cleaned-out area should be inspected by the soils engineer and the local building official prior to backfill. Seepage pits/cesspools may be filled with approved controlled fill materials, lean-mix concrete (or 2-sack slurry), or (¾) inch crushed rock gravel. Whichever backfill material is selected, at least (5) feet of controlled fill materials, placed at a minimum of 90 percent relative compaction should cap the backfilled seepage pit/cesspool.

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APPENDIX V - REFERENCES

1. Agusti, G.C. & Sitar, N. (2013). Seismic Earth Pressures on Retaining Structures in Cohesive Soils: Report No. UCB GT 13-02. Report Submitted to the California Department of Transportation (Caltrans) under Contract No. 65A0367 and NSF-NEES-CR Grant No. CMMI-0936376: Seismic Earth Pressures on Retaining Structures. Geotechnical Engineering Section, Department of Civil and Environmental Engineering, University of California, Berkeley:

Berkeley, CA.

2. American Society of Civil Engineers (ASCE) (2024) ASCE 7 Hazard Tool. https://asce7hazardtool.online/ ASCE:

Reston, VA.

3. American Society of Civil Engineers (ASCE) & Structural Engineering Institute (SEI). (2017) ASCE/SEI Standard 7- 16 - Minimum Design Loads and Associated Criteria for Buildings and Other Structures: Provisions and Commentary. ASCE: Reston, VA.

4. ASCE, Los Angeles Section Geotechnical Group (ASCE-LASGG) (2002) Recommended Procedures for Implementation of DMG Special Publication 117 Guidelines for Analyzing and Mitigating Landslide Hazards in California. Southern California Earthquake Center: Los Angeles, CA.

5. ASCE-LASGG (1999) Recommended Procedures for Implementation of DMG Special Publication 117 Guidelines for Analyzing and Mitigating Liquefaction Hazards in California. Southern California Earthquake Center: Los Angeles, CA.

6. Architectural Institute of Japan, (AIJ). (2006) Chapter 9: Earth Pressure and Hydraulic Pressure. AIJ Recommendations for Loads on Buildings, 2004 ed. Translated and Edited by Kobayashi, K., Adachi, T., & Suzuki, M. Architectural Institute of Japan: Tokyo, Japan. https://www.aij.or.jp/jpn/symposium/2006/loads/loads.htm.

7. Baldwin, J. N., Kelson, K. I., & Randolph, C. E. (2000) Late Quaternary Fold Deformation along the Northridge Hills Fault, Northridge, California: Deformation Coincident with Past Northridge Blind-Thrust Earthquakes and Other Nearby Structures. Bulletin of the Seismological Society of America, 90 (3), 629–642.

8. Bell, F. G. (1978) Open Excavation. In: F. G. Bell (Ed.), Foundation Engineering in Difficult Ground (pp. 513 – 551).

Butterworth Publishers, Inc.: Woburn, MA.

9. Blake, T. F. (1996) LIQ2_30.WQ1 MS Excel Spreadsheet for the Empirical Estimation of Liquefaction Potential, T.

F. Blake: Ventura, CA.

10. Bowles, J. (1988) Foundation Analysis and Design. McGraw-Hill: New York, NY.

11. Bray, J. D. & Sancio, R. B. (2006) Assessment of the Liquefaction Susceptibility of Fine-Grained Soils. Journal of Geotechnical and Geoenvironmental Engineering. 132 (9), 1165-1177.

12. Bryant, W. A., (1985) The Northern Newport-Inglewood Fault Zone, Los Angeles County, California: California Division of Mines and Geology Fault Evaluation Report FER-173. California Division of Mines and Geology:

Sacramento, CA.

13. California Building Safety & Standards Commission (2022) 2022 California Building Code, California Code of Regulations Title 24, Vols. 1 & 2. International Code Council, Inc. (ICC): Washington, DC.

14. California Department of Transportation (Caltrans) (2011) State of California Department of Transportation Trench and Shoring Manual. Caltrans Offices of Structure Construction: Sacramento, CA.

15. California Division of Mines and Geology (CDMG), CA Dept. of Conservation (1998, 2006) Seismic Hazard Zone Report for the Inglewood 7.5-Minute Quadrangle, Los Angeles County, California (SHZR 027). California Geologic Survey: Sacramento, CA.

16. California Geological Survey (CGS) CA Dept. of Conservation (1986, 1999) Inglewood Quadrangle (EZRIM) Earthquake Zones of Required Investigation Map. CGS: Sacramento, CA.

17. California Geological Survey (CGS), Calif. Dept. of Conservation (2008, 1997) Special Publication 117A- Guidelines for Evaluating and Mitigating Seismic Hazards in California. CGS: Sacramento, CA.

18. California Geological Survey (CGS), Calif. Dept. of Conservation (2018) Special Publication 42- Earthquake Fault Zones a Guide for Government Agencies, Property Owners/Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California. CGS: Sacramento, CA.

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19. California Geological Survey (CGS), Calif. Dept. of Conservation (2024) EQ Zapp: California Earthquake Hazards Zone Application. https://www.conservation.ca.gov/cgs/geohazards/eq-zapp. CGS: Sacramento, CA.

20. Church, H. K. (1981) Excavation Handbook. McGraw-Hill: New York, NY.

21. City of Hawthorne, California (2024) City of Hawthorne Code of Ordinances Title 15 – Buildings and Construction. eCode360 online municipal code platform by General Code: Seattle, WA. Website https://ecode360.com/42646403.

22. Das, B. M. (2004) Principles of Foundation Engineering. 5th Ed. Brooks/Cole - Thompson Learning, Inc.: Pacific Grove, CA.

23. Dibblee, T.W. Jr. (2007) Geologic Map of the Venice and Inglewood Quadrangles, Los Angeles County, California (DF-322). Scale 1:24,000. J. A. Minch, Ed. Santa Barbara Museum of Natural History: Santa Barbara, CA.

24. Dolan, et. al., (2000), Late Quaternary activity and seismic potential of the Santa Monica fault system, Los Angeles, California, GSA Bulletin, 112, 1559-1581.

25. Harder, L. F. & Boulanger, R. (1997) Application of Kσ and Kα Correction Factors. In Youd, T. L., and Idriss, I. M., Eds. (1997) Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Technical report NCEER-97-0022. 1996, Jan. 5-6, Salt Lake City, Utah. Buffalo, NY: National Center for Earthquake Engineering Research, State Univ. of New York at Buffalo.

26. Hernandez, J. L. (2014) The Hollywood Fault in the Hollywood 7.5’ Quadrangle, Los Angeles County, California:

California Geological Survey Fault Evaluation Report FER-253 Supplement No 1. CGS: Sacramento, CA.

27. Hernandez, J. L., (2016, 2017) The Hollywood and Raymond Faults in the Los Angeles 7.5-minute quadrangle, Los Angeles County, California: California Geological Survey Fault Evaluation Report FER-260. CGS: Sacramento, CA.

28. Hernandez, J. L. & Treiman, J. A., (2014) The Hollywood Fault in the Hollywood 7.5’ Quadrangle, Los Angeles County, California: California Geological Survey Fault Evaluation Report FER-253. CGS: Sacramento, CA.

29. Hitchcock, C., Lindvall, S. C., Treiman, J. A., Weaver, K. D., Helms, J., Lettis, W., & Simpson, G. (2003).

Paleoseismic Investigation of the Simi fault at Arroyo Simi, Simi Valley, CA: Evidence for timing of Late Holocene earthquakes on the Simi-Santa Rosa fault zone. Bulletin of the Seismological Society of America, (in preparation).

30. Holtz, R, & Kovacs, W. (1981) Introduction to Geotechnical Engineering. Prentice Hall: New York, NY.

31. Hoots, H. W. (1930) Geology of the eastern part of the Santa Monica Mountains, Los Angeles County, California:

U. S. Geological Survey, Professional Paper 165-C. U.S. Government Printing Office: Washington, D.C.

32. Lamar, D.L., (1970) Geologic Map of the Elysian Park – Repetto Hills Area, Los Angeles County, California:

California Division of Mines and Geology, Special Report 101. CGS: Sacramento, CA.

33. Langanheim, V. E., Wright, T. L., Okaya, D. A., Yeats, R. S., Fuis, G. S., Thygesen, K., & Thybo, H. (2011) Structure of the San Fernando Valley region, California: Implications for seismic hazard and tectonic history. Geosphere; 7 (2), 528–572.

34. Li, D. K., Juang, C. H., Andrus, R. D., & Camp, W. M. (2007) Index Properties-Based Criteria for Liquefaction Susceptibility of Clayey Soils: A Critical Assessment. Journal of Geotechnical and Geoenvironmental Engineering. 133 (1). 110-115.

35. Los Angeles County Department of Public Works, Building and Safety Division (BSD) (2017) Design of Retaining Walls. Building Code Manual 1807.2 A1 (No.35), County of Los Angeles, Department of Public Works, Building and Safety Division. BSD: Alhambra, CA.

36. Los Angeles County Department of Public Works, Geotechnical and Materials Engineering Division (GMED) (2013) Manual for Preparation of Geotechnical Reports. GMED: Alhambra, CA.

37. Los Angeles County Department of Public Works, Geotechnical and Materials Engineering Division (GMED) (2021) Guidelines for Geotechnical Investigation and Reporting Low Impact Development Stormwater Infiltration (GMED Policy GS200.1). Administrative Manual, County of Los Angeles, Department of Public Works, Geotechnical and Materials Engineering Division. GMED: Alhambra, CA.

38. Los Angeles County Department of Public Works, Geotechnical and Materials Engineering Division (GMED) (2020) Seismic Earth Pressures on Retaining Walls (GMED Policy S004.0). Administrative Manual, County of Los Angeles, Department of Public Works, Geotechnical and Materials Engineering Division. GMED: Alhambra, CA.

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39. Los Angeles County (2023) Los Angeles County Code of Ordinances Title 26 - Building Code. Municode – Municipal Code Corporation: Tallahassee, FL.

40. Mikola, R.G. & Sitar, N. (2013) Seismic Earth Pressures on Retaining Structures in Cohesionless Soils: Report No.

UCB GT 13-01. Report Submitted to the California Department of Transportation (Caltrans) under Contract No. 65A0367 and NSF-NEES-CR Grant No. CMMI-0936376: Seismic Earth Pressures on Retaining Structures.

Geotechnical Engineering Section, Department of Civil and Environmental Engineering, University of California, Berkeley: Berkeley, CA.

41. Mononobe, N. and Matsuo M. (1929) On the Determination of Earth Pressures During Earthquakes. Proceedings, World Engineering Congress. Vol. 9, 179- 187.

42. Naval Facilities Engineering Command (1986) Soil Mechanics - Design Manual 7.01. Defense Printing Services Detachment Office: Philadelphia, PA.

43. Naval Facilities Engineering Command (1986) Foundations and Earth Structures - Design Manual 7.02. Defense Printing Services Detachment Office: Philadelphia, PA.

44. Naval Facilities Engineering Command (1997) D o D Handbook – Soil Dynamics and Special Design Aspects (MILHDBK-1007/3). Defense Printing Services Detachment Office: Philadelphia, PA.

45. Okabe S. (1926) General Theory of Earth Pressure. Journal of the Japanese Society of Civil Engineers. 12 (1).

46. Olson, B. P. E., (2018) The Hollywood, Santa Monica, and Newport – Inglewood Faults in the Beverly Hills and Topanga 7.5’ Quadrangle, Los Angeles County, California: California Geological Survey Fault Evaluation Report FER-259. CGS: Sacramento, CA.

47. Poland, J. E., Garrett, A. A., Sinnott, A. (1959) Geology, hydrology, and chemical character of ground waters in the Torrance – Santa Monica area, California. U.S. Geological Survey Water Supply Paper 1461. U.S. Government Printing Office: Washington, D.C.

48. Quarles, M. (1941) Geology of the Repetto and Montebello Hills (unpublished master’s thesis). California Institute of Technology, Pasadena, CA.

49. Rollins, K. M., Olsen, K. G., Jensen, D. H., Garret, B. H., Olsen, R. J., & Egbert, J. J. (2006) Pile Spacing Effects on Lateral Pile Group Behavior: Analysis. Journal of Geotechnical and Geoenvironmental Engineering. 132 (10). 1272- 1283.

50. Saucedo, G. J., Greene, H. G., Kennedy, M. P., & Bezore, S. P. (2016) Geologic Map of the Long Beach 30’ x 60’ Quadrangle, California. Version 2.0. Scale 1:100,000. C. I. Gutierrez, J. Tilden, J. D. Little, E. V. Niven, M. T.

Mascorro, E. W. Ford, & B. Middendorf Eds. California Geological Survey: Sacramento, CA.

51. Seed, H. B. (1979) Considerations in the earthquake-resistant design of earth and rockfill dams. Geotechnique, 29 (3). 215-263.

52. Seed, R.B. (1996) Recent advances in evaluation and mitigation of liquefaction hazards, Ground Stabilization and Seismic Mitigation, Theory and Practice, Portland, Oregon, Nov. 6 and 7, 1996.

53. Seed, H.B., & Idriss, I.M. (1971) Simplified procedure for evaluating soil liquefaction potential. Journal of the Soil Mechanics and Foundations Division, ASCE, 107 (SM9), 1249-1274.

54. Seed, H. B. & de Alba, P. (1986) Use of SPT and CPT test for evaluating the liquefaction resistance of soils, Proc.

Insitu 1986, ASCE.

55. Seed, H. B., Idriss, I. M., and Arango, I. (1983) Evaluation of liquefaction potential using field performance data, ASCE Journal of Geotechnical Engineering, 109 (3), 458-482.

56. Shaw, J. H., Plesch, A., Dolan, J. F., Pratt, T. L., & Fiore, P. (2002) Puente Hills Blind-Thrust System, Los Angeles, California. Bulletin of the Seismological Society of America, 92, 8, 2946-2960.

57. Sitar, N., Mikola, R.G., & Candia, G. (2012) Seismically Induced Lateral Earth Pressures on Retaining Structures and Basement Walls. Geotechnical Engineering State of the Art and Practice: Keynote Lectures from GeoCongress 2012 (ASCE Geotechnical Special Publication No. 226). Ed. Rollins, K. and Zekkos, D. ASCE: Reston, VA.

58. Southern California Earthquake Data Center (SCEDC), (2024) Earthquake Information website:
https://scedc.caltech.edu/earthquake/losangeles.html. Southern California Earthquake Center (SCEC): Los Angeles, CA.

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59. Stark, T. D. & Olson, S. M. (1995) Evaluation of settlements in sands due to earthquake shaking, ASCE Journal of Geotechnical Engineering, 121 (12), 856-869.

60. State of California (2021) Tsunami Hazard Area Map, Los Angeles County. Multiple Scales. California Geological Survey & California Governor’s Office of Emergency Services: Sacramento, CA.

61. Structural Engineers Association of California (SEAOC) Seismology Committee (2012). Seismically Induced Lateral Earth Pressures on Retaining Structures and Basement Walls, June 2013. The SEAOC Blue Book: seismic design recommendations. Structural Engineers Association of California, Sacramento, CA.

62. Terzaghi, K.V. (1955) Evaluation of coefficient of subgrade reaction, Geotechnique, 5 (4), 297-326.

63. Tokimatsu, K. & Seed, H. B. (1987) Evaluation of settlements in sands due to earthquake shaking, ASCE Journal of Geotechnical Engineering, 113 (8), 861-878.

64. Treiman, J. A., (1991) The Whittier Fault Zone, Los Angeles and Orange Counties, California: California Division of Mines and Geology Fault Evaluation Report FER-222. CGS: Sacramento, CA.

65. Treiman, J. A., (2017) The Raymond Fault in the Mt. Wilson and El Monte Quadrangle, Los Angeles County, California: California Geological Survey Fault Evaluation Report FER-264. CGS: Sacramento, CA.

66. Tsutsumi, H. & Yeats, R. S. (1999) Tectonic Setting of the 1971 Sylmar and 1994 Northridge Earthquakes in the San Fernando Valley, California. Bulletin of the Seismological Society of America, 89 (5), 1232-1249.

67. U.S. Army Corps of Engineers (USACE) (1989) Retaining and Flood Walls, Engineering and Design, Engineer Manual No. (EM) 1110-2-2502. USACE: Washington, D.C.

68. U.S. Geological Survey (USGS) (2024) USGS Unified Hazard Tool Website. https://earthquake.usgs.gov/hazards/interactive/. USGS: Menlow Park, CA.

69. Weaver, K. D. & Dolan, J. F., (2000), Paleoseismology and Geomorphology of the Raymond Fault, Los Angeles County, California, Bulletin of the Seismological Society of America, 90, 6, 1409-1429.

70. Weber, F. H., Bennett, J. H., Chapman R. H., Chase, G. W., & Saul, R. B. (1980) Earthquake Hazards Associated with the Verdugo – Eagle Rock and Benedick Canyon Fault Zones, Los Angeles County, California, California Division of Mines and Geology (CDMG) Open File Report (OFR) No. 80-10. California Geologic Survey:

Sacramento, CA.

71. Youd, T. L., & Idriss, I. M., Eds. (1997) Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Technical report NCEER-97-0022. 1996, Jan. 5-6, Salt Lake City, Utah. Buffalo, NY: National Center for Earthquake Engineering Research, State Univ. of New York at Buffalo.

72. Youd, T. L., & Idriss, I. M. (2001) Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 127 (4), 297-313.

Initial Study (IS) Negative Declaration (ND)
Hawthorne Airport Hangars Project
Appendix F
VMT Memorandum
Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
1 Project Hawthorne Airport CEQA IS CEQA Initial Study
Watearth # 24-151.0.1
Subject Technical Memorandum – CEQA Vehicle Miles
Traveled Analysis
Date April 4, 2025
Prepared by Jennifer J. Walker, PE, DWRE, ENV SP, QSD,
LEED AP BD+C
Kayla Tarr
Project Description
Hawthorne Municipal Airport is a general aviation reliever airport, located within and owned by the City of Hawthorne. All non-field portions of the Airport are operated by Hawthorne Airport LLC; under a 45-year lease agreement with the City of Hawthorne. Hawthorne Airport LLC also operates the Airport’s fixed base operations provider, Jet Center Los Angeles. The proposed project will involve the development of thirteen new hangars across four locations within the airport. Of the thirteen hangars: seven hangars will be built in the southwest section of the airport, one in the southeast, four in the northeast, and one in the northwest. The project is expected to support airport operations by increasing storage capacity for private aircraft and overall aviation activities.

The new hangars will vary in size, ranging from 2,500 to 25,300 square feet each, and will be designed to house private aircraft, small jets, and aviation-related equipment. Some hangars will include office spaces for aviation businesses and small workshops. Construction is anticipated to begin in summer 2025 and is expected to be completed by the end of 2028. The phased construction schedule includes site preparation and demolition in 2025, followed by hangar construction in different sections from 2026 to early 2027.

To prepare the site, demolition will include the removal of six existing buildings, totaling 18,000 square feet, consisting of two outdated hangars and four storage buildings for non-aviation equipment. Additional site clearing will include the removal of approximately 55,000 square feet of impervious cover, such as concrete and asphalt pavement, storm drains, fences, light poles, and utility connections.

The proposed project is located in the City of Hawthorne, in southwestern Los Angeles County, south of I-105, between Prairie Avenue and Crenshaw Boulevard. The Airport boundaries are represented by W 120th Street to the north, Prairie Avenue to the east, Crenshaw Boulevard to the west, and a mixed commercial and industrial area to the south. The surrounding environment is largely residential and commercial. Immediately south of the Airport are a Starlink corporate office, SpaceX offices and design stages, and a Tesla Design Center.

There are thirteen proposed hangar development sites. The locations of the construction and demolition activities are shown in Exhibit 1.

The demolition and construction processes will include grading, excavation, the removal of structures and corresponding utilities, removal of impervious surfaces, replacement of existing pavement, implementation of sustainable stormwater management features, and utility relocations.

Draft

DRAFT MEMORANDUM

RELEASED UNDER THE
AUTHORITY OF JENNIFER J.

WALKER PE (C77079), DWRE,
CFM ON 2024-03-15 AND

SHOULD NOT BE USED FOR
DESIGN OR CONSTRUCTION.

Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
2 VMT Introduction
Vehicle Miles Traveled (VMT) measures the sum of miles traveled by an individual vehicle within a geographic region over a given period. “VMT is a key metric in transportation planning because it provides indication of the access to economic and social opportunity, with lower VMT areas requiring less driving and generally providing better access to daily destinations such as jobs and services” (OPR, 2024). VMT can be used for the following:
• “Assess the difference in travel demand and impact between regions and other states. • Project future revenue streams from fuel taxes and proposed VMT fees. • Compare personal travel and freight/commercial vehicle travel. • Project future congestion levels.
• Estimate the amount of travel resulting from local residence and freight activity versus external travel.
• Assess the impact of various population forecasts.
• Support interest for transportation planning.” (Texas A&M, 2016) For the purposes of this study, VMT was reviewed to determine if the construction of the proposed hangars and the removal of existing buildings will have a significant impact on the nearby roads’ local transportation.

Senate Bill 743
Senate Bill (SB) 743 was approved by the California state legislature in 2013 (California Legislative Information, 2013). This bill requires California Environmental Quality Act (CEQA) guidelines to promote VMT as the metric to reduce greenhouse gas emissions, develop multimodal transportation networks, and diversify land uses. The Governor’s Office of Planning and Research (OPR) directed the use of VMT as the replacement for automobile delay-based Level of Service (LOS) for the purposes of determining a significant transportation impact under CEQA section 15064.3 (County of Santa Cruz, 2024). To assist in the implementation of VMT as the primary measure of a transportation impact under CEQA, the OPR published an updated Technical Advisory on Evaluating Transportation Impacts in CEQA in December 2018. Statewide application of the new guidelines went into effect on July 1, 2020.

The OPR’s Technical Advisory guidelines (OPR, 2018) include the following main components for assessment of projects:
• Screening Methodologies – Identification of potential screening thresholds that establish whether the project poses significant VMT transportation impacts. • Analysis Methodologies – If necessary, recommendations of analysis methodologies for VMT impact analysis.
• Mitigation Memorandum – If necessary, determine types of mitigation that can be considered for VMT mitigation.

The VMT analysis for this project was based on the City of Hawthorne SB 743 Implementation Guidelines, based on OPR guidelines (OPR, 2018).

Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
3 VMT Screening
The City of Hawthorne and OPR rely on VMT as the metric for determining significant transportation impact under CEQA. The City provides “screening thresholds” to quickly identify when a project should be expected to cause a less-than-significant impact without conducting a more detailed level analysis. A land use project needs to define the screening thresholds to be presumed to result in not having significant impact under CEQA pursuant to SB 743 (Metropolitan Transportation Commission, 2024). A project needs to only meet one of the screening thresholds to be classified as a causing a less-than-significant impact without a more detailed analysis. The City guidelines provide details on appropriate screening thresholds that can be used to complete this identification, which are provided in City guidelines. Screening Criteria are broken down into seven criteria:

1. Small Projects
a. Projects of any land use type with low trip generation do not require a VMT analysis per existing CEQA exemptions. According to OPR guidance, a project is presumed to cause a less-than significant impact if it would:
i. Generate less than 110 trips per day per the Institute of Transportation Engineers (ITE) Manual or other acceptable source determined by City of Hawthorne.
ii. Projects that are inconsistent with the Sustainable Communities Strategy, as determined by the City of Hawthorne, are not eligible for this exemption. Sustainable Communities Strategies provide long-range plans to ensure that transportation, housing, and land use decisions align with greenhouse gas emissions reduction targets set by the California Air Resources Board.

The construction team supplied information regarding vehicles traveling to and from the site, primarily during the construction phase, which is outlined in Table 1. The number of trips to/from the site were assumed for each vehicle type based on the vehicle’s purpose and empirical data. Watearth previously completed a VMT screening within Los Angeles County that utilized similar vehicles during the construction process and identified the number of trips needed to/from the site for each vehicle type. The number of trips used for each vehicle type was applied similarly to this project. The maximum number of trips a vehicle travels to/from the site each week is outlined in Table 2 and Table 3. The weekly sum is then averaged daily, as displayed in Table 4.

Table 1: Inventory of Vehicles Traveling To/From the Project Site during the Operation/Construction Phase
Type Number Purpose
Excavator 2 site preparation and demolition of existing structures
Bulldozer 1 grading and site leveling
Crane 2 structural assembly of the hangar frames
Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
4 Type Number Purpose
Concrete
mixer 4 pouring hangar foundations and taxiways
Dump
truck 6 hauling demolition debris and delivering construction materials Loader 2 material handling and utility trenching
Backhoe 2 material handling and utility trenching
Compactor 2 preparing the subgrade for paving
Asphalt
paver
2 taxiway construction
Table 2: Daily Trips to the Project Site during the Operation/Construction Phase Vehicle
Name
Vehicle InformationMondayTuesdayWednesdayThursdayFridays)SaturdaySundayWeekly Total per VehicleWeekly Total for Vehicle Type Excavator
Travels to the
site at the
beginning of
the project.
1 0 0 0 0 0 0 1 2
Bulldozer
Travels to the
site at the
beginning of
the project.
1 0 0 0 0 0 0 1 1
Crane
Travels to the
site at the
beginning of
the project.
1 0 0 0 0 0 0 1 2
Concrete
mixer
Will likely
make 3 to 4
trips per day
over a 3 to 4
day period.
4 4 4 4 0 0 0 16 64
Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
5 Vehicle
Name
Vehicle InformationMondayTuesdayWednesdayThursdayFridays)SaturdaySundayWeekly Total per VehicleWeekly Total for Vehicle Type Dump
Truck
Travels to the
site daily. 1 1 1 1 1 1 1 7 42
Loader
Travels to the
site at the
beginning of
the project.
1 0 0 0 0 0 0 1 2
Backhoe
Travels to the
site at the
beginning of
the project.
1 0 0 0 0 0 0 1 2
Compactor
Travels to the
site at the
beginning of
the project.
1 0 0 0 0 0 0 1 2
Asphalt
pavers
Travels to the
site at the
beginning of
the project.
1 0 0 0 0 0 0 1 2
Table 3: Daily Trips from the Project Site during the Operation/Construction Phase Vehicle
Name
Vehicle InformationMondayTuesdayWednesdayThursdayFridays)SaturdaySundayWeekly Total per VehicleWeekly Total for Vehicle Type Excavator
Travels from
the site at the
end of the
project.
1 0 0 0 0 0 0 1 2
Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
6 Vehicle
Name
Vehicle InformationMondayTuesdayWednesdayThursdayFridays)SaturdaySundayWeekly Total per VehicleWeekly Total for Vehicle Type Bulldozer
Travels from
the site at the
end of the
project.
1 0 0 0 0 0 0 1 1
Crane
Travels from
the site at the
end of the
project.
1 0 0 0 0 0 0 1 2
Concrete
mixer
Will likely
make 3 to 4
trips per day
over a 3 to 4
day period.
4 4 4 4 0 0 0 16 64
Dump
truck
Travels from
the site daily 1 1 1 1 1 1 1 7 42
Loader
Travels from
the site at the
end of the
project.
1 0 0 0 0 0 0 1 2
Backhoe
Travels from
the site at the
end of the
project.
1 0 0 0 0 0 0 1 2
Compactor
Travels from
the site at the
end of the
project.
1 0 0 0 0 0 0 1 2
Asphalt
pavers
Travels from
the site at the
end of the
project.
1 0 0 0 0 0 0 1 2
Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
7 Table 4: Weekly Trip Sum and Daily Average
Site Visit
Category
Weekly Sum
(# of trips)
Daily Trip Average (# of trips) Maximum Daily Trips (# of trips) Trips “to”
the site
119 17 35
Trips
“from”
the site
119 17 35
A conservative estimate of the maximum possible trips a vehicle is traveling to and from the site is shown in Table 2 and Table 3. Even with the conservative evaluation, the daily trip value falls below the 110 daily trips screening value for both the construction phase and operational phase of the project. In order to exceed an average of 110 daily trips, each vehicle would have to make more than 2 round trips each day and more than 16 round trips each week. Based on this assessment, the project meets the criteria for a less-than-significant impact to transportation.

2. Projects Near High Quality Transit:
a. CEQA guideline section 15064.3 (Casetext, 2024), subdivision (b)(1), states that lead agencies generally should presume that certain projects (including residential, retail, and office projects) proposed within a half mile of an existing major transit stop or an existing stop along a high-quality transit corridor will have a less than significant impact on VMT. But this assumption may not apply if the project:
i. Has a Floor Area Ratio (FAR) of less than 0.75;
ii. Includes more parking for use by residents, customers, or employees of the project than required by jurisdiction (if the jurisdiction requires the project to supply parking);
iii. Is inconsistent with the applicable sustainable communities strategy (as determined by the lead agency, with input from the Metropolitan Planning Organization);
iv. Replaced affordable residential units with a smaller number of moderateor high-income residential units.

A portion of the project site is located within a “Transit Priority Area” (see Figure 1), but the airport entrance and parking lot is located at approximately 3744 W 120th Street, 0.8 mile away from a Los Angeles Metro transit stop. This distance exceeds the half-mile CEQA guideline; the main area of transportation is not located within a “Transit Priority Area”. This criteria was reviewed to ensure that the proposed project meets all City, County, and State requirements. In conclusion, the project does not fall under the “Transit Priority Area” category.

Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
8 Figure 1: Hawthorne Transit Priority Areas (Appendix C from the City Hawthorne SB 743 Implementation Guidelines)

3. Affordable Housing
a. Since lower-income residents make fewer trips on average and contribute to a lower VMT overall, a project is presumed to cause a less-than-significant impact if it would:
i. Provide a high percentage of affordable housing, as determined by the City of Hawthorne.

The proposed project does not include residential construction or reconstruction and is not eligible to fall within the “Affordable Housing” category.

4. Local-Serving Retail
a. Trips to local-serving retail can replace higher distance trips for necessities, reducing VMT. OPR guidance states that a project is presumed to cause a lessthan significant impact if it includes:

Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
9 i. A local-serving retail development as determined by the City of Hawthorne.
ii. Projects that include a nature of service that is regionally focused, as determined by the City of Hawthorne, are not eligible for this exemption.

The proposed project is not categorized as retail land use and is not eligible to fall within the “Local-Serving Retail” category.

5. Local Essential Service
a. Trips to local essential services can replace higher distance trips for the services, reducing VMT. OPR guidance states that a project is presumed to cause a lessthan significant impact if it would:
i. Include a building that is less than 50,000 square feet; and ii. Land Use is:

1. Day care center; or

2. Public K-12 School; or

3. Police or Fire facility; or

4. Medical/Dental office building; or

5. Hospital and clinics; or

6. Government offices (in-person services such as post office, library, and utilities
iii. Projects that include a nature of service that is regionally focused, as determined by the City of Hawthorne, are not eligible for this exemption.

The proposed project is not categorized as retail land use and is not eligible to fall within the “Local Essential Service” category.

6. Map-Based Screening
a. The City of Hawthorne has produced maps to screen for smaller developments.

The map-based screening is limited to residential and office projects. A project is presumed to cause less-than-significant impact if:
i. Located in an area of development that is under the threshold as shown on a screening map as allowed by City of Hawthorne.
ii. Projects that represent significant growth so as to substantially change regional patterns, as determined by the City of Hawthorne, are not eligible for this exemption.

The proposed project is categorized as a general aviation airport land use. Map-based screening is only allowable for residential or office land use designations. The proposed project is not eligible for “Map-Based Screening” and cannot be designated as exempt from VMT analysis using this method.

Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
10 7. Redevelopment Projects
a. In the event of a redevelopment project, the redevelopment may result in a lower VMT than the existing on-site uses. According to OPR guidance, a project is presumed to cause a less-than significant impact if it:
i. Replaces an existing VMT-generating land use and does not result in a net overall increase in VMT.
ii. Projects that replace an existing VMT-generating land use and result in a net overall increase in VMT are not eligible for this exemption. iii. Projects where the existing land use has been vacant for more than two years are not eligible for this exemption.

The proposed project is not a redevelopment project and does not qualify using this method.

Conclusion
The City of Hawthorne Municipal Airport project needs to only meet one screening threshold provided in the City SB 743 Implementation Guidelines (Small Projects, Projects Near High Quality Transit, Affordable Housing, Local-Serving Retail, Local Essential Service, Map-Based Screening, Redevelopment Projects) to be presumed to result in having a less than significant impact under CEQA pursuant to SB 743. Based on the results of the screening criteria, the following conclusions are drawn:
• An average total of 17 daily trips, with a potential maximum of 35 daily trips, are made to and from the project site during the construction phase, which is below the 110 daily trip OPR screening threshold. This value will be less during the operational phase post construction.

The project is considered to have met one of the screening criteria that would qualify it to have a less-than-significant transportation impact. The project area will not generate additional vehicular trips that would result in adverse transportation effects. A VMT impact analysis and Mitigation Memorandum are not required for this project. The proposed project does not require cumulative analysis, which is required if feasible mitigation measures cannot be identified for a project, as mitigation measures are not needed.

Technical Memorandum
Hawthorne Airport Hangars Project CEQA
Initial Study
11 References
California Air Resources Board, What are Sustainable Communities Strategies? Sustainable Communities & Climate Protection Program. Accessed March 31, 2025.

California Department of Water Resources: Part III. Destruction of Monitoring Wells, https://water.ca.gov/Programs/Groundwater-Management/Wells/WellStandards/Combined-Well-Standards/Monitoring-Destruction. Accessed January 10, 2024.

California Legislative Information, Senate Bill No. 743, Bill Text - SB-743 Environmental quality:
transit oriented infill projects, judicial review streamlining for environmental leadership development projects, and entertainment and sports center in the City of Sacramento. (ca.gov), Accessed on 12-28-2023.

Casetext, California Code Regs. tit. 14 section 15064.3, Section 15064.3 - Determining the Significance of Transportation Impacts, Cal. Code Regs. tit. 14 § 15064.3 | Casetext Search + Citator, Accessed on 12-29-2023.

City of Hawthorne, SB 743 Implementation Guidelines, SB 743 Implementation Guidelines April 2023, Accessed on 1-23-2025.

County of Santa Cruz, Vehicle Miles Traveled, Vehicle Miles Traveled (VMT) (sccoplanning.com), Accessed on 1-22-2024.

Governer’s Office of Planning and Research – State of California, SB 743 Frequently Asked Questions, SB 743 Frequently Asked Questions - Office of Planning and Research (ca.gov), Accessed on 1-22-2024.

Governer’s Office of Planning and Research – State of California, Technical Advisory: On Evaluating Transportation Impacts in CEQA, Revised Proposal on Updates to the CEQA Guidelines on Evaluating Transportation Impacts in CEQA (lacounty.gov), Accessed on 12-29-2023.

Los Angeles County Public Works, Transportation Impact Analysis Guidelines, TransportationImpact-Analysis-Guidelines-July-2020-v1.1.pdf (lacounty.gov), Accessed on 12-29-2023.

Metro, Bus and Rail System Detail, 24-0791_blt_system_map_47x47.5_DCR.pdf (dropbox.com), Accessed on 1-23-2025.

Metropolitan Transportation Commission, Key SB 743 Implementation Steps for Land Use Projects, SB 743 Key Implementation Steps_0.pdf (ca.gov), Accessed on 1-22-2024.

Orange County Transportation Authority, Metro Bus 460, Metro Bus 460 (octa.net), Accessed on 12-29-2023.

Southwest Water Company: About Our Company - SouthWest Water Company (swwc.com). https://www.swwc.com/about-our-company/. Accessed January 10, 2024.

Texas A&M Transportation Institute, Methodologies Used to Estimate and Forecast Vehicle Miles Traveled (VMT), Methodologies Used to Estimate and Forecast Vehicle Miles Traveled (VMT) (tamu.edu), Accessed 1-8-2024.

CEQA IS Mitigated Negative Declaration
Hawthorne Airport Hangars Project
Appendix G
Mitigation Monitoring and Reporting Program
Hawthorne Airport Hangar Development Project
Final Initial Study-Mitigated Negative Declaration
Mitigation Monitoring and Reporting Program
Mitigation Measure Action Required Timing Implementing
Entity Verifying/Monitoring Entity

TRIBAL CULTURAL RESOURCES
TCR-1: Retain a Native
American Monitor Prior
to Commencement of
Ground-Disturbing
Activities
Hawthorne Airport shall retain a qualified Native American monitor from, or approved by, the Gabrieleño Band of Mission Indians – Kizh Nation prior to any ground-disturbing activity.

Execute a monitoring agreement, ensure the monitor is present during all ground-disturbing work, and maintain daily logs as described in the measure. Provide the City with written confirmation and copies of logs upon request.

Prior to and
during all
grounddisturbing
activities
(including
grading,
excavation,
trenching,
boring, etc.)
Fly Advanced
Air ( in
coordination
with the
Gabrieleño
Band of
Mission Indians
– Kizh Nation
City of Hawthorne, Hawthorne
Municipal Airport
TCR-2: Unanticipated
Discovery of Tribal
Cultural Resource
Objects (NonFunerary/NonCeremonial)
If Tribal Cultural Resources are discovered, Hawthorne Airport shall ensure that all work within 50 feet of the discovery stops immediately, notify the Kizh Nation tribal monitor and/or Kizh Nation archaeologist, and follow the treatment protocols specified by the Tribe. Resume work only after the monitor confirms the resource has been documented, recovered, or protected.

During
construction
when grounddisturbing
activities
occur
Fly Advanced
Air in
coordination
with the
Gabrieleño
Band of
Mission Indians
– Kizh Nation
City of Hawthorne, Hawthorne
Municipal Airport
TCR-3: Unanticipated
Discovery of Human
Remains and
Associated Funerary or
Ceremonial Objects
If human remains or associated funerary/ceremonial objects are discovered, Hawthorne Airport shall ensure work stops in the immediate vicinity, comply with PRC §5097.98 and HSC §7050.5, notify the Los Angeles County Coroner, and if remains are Native American, coordinate with the NAHC and the Most Likely Descendant. Preservation in place shall be the preferred treatment.

During
construction
when human
remains or
burial goods
are
discovered
Fly Advanced
Air in
coordination
with the
Gabrieleño
Band of
Mission Indians
– Kizh Nation
City of Hawthorne, Hawthorne
Municipal Airport
Hazardous Materials
Hawthorne Airport Hangar Development Project
Final Initial Study-Mitigated Negative Declaration
Mitigation Monitoring and Reporting Program
Mitigation Measure Action Required Timing Implementing
Entity Verifying/Monitoring Entity
HAZ-1: Remediation
Well Protection,
Conversion, and
Coordination
Prior to any ground-disturbing activity within 20 feet of an existing remediation or monitoring well, the project applicant shall coordinate with Northrop Grumman, CDM Smith, and the Department of Toxic Substances Control (DTSC) to confirm DTSC’s approval of all necessary well conversions, relocations, and abandonments within the hangar footprints. The applicant shall implement DTSC-approved procedures to maintain
access to monitoring wells, protect well casings, and avoid damage to associated environmental infrastructure. Any
necessary well abandonment or conversion shall be
conducted by a licensed contractor in accordance with DTSCapproved procedures. DTSC shall confirm that well conversions and abandonments are consistent with the long-term
remediation plan and that the overall remediation program will continue to meet groundwater quality protection goals.

Prior to and
during all
grounddisturbing
activities
(including
grading,
excavation,
trenching,
boring, and
foundation
construction)
Fly Advanced
Air in
coordination
with Northrop
Grumman,
CDM Smith,
and DTSC
City of Hawthorne; DTSC
CEQA IS Mitigated Negative Declaration
Hawthorne Airport Hangars Project
Appendix H
DTSC Confirmation

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FINDINGS OF THE BUILDING DIRECTOR OF THE CITY OF HAWTHORNE, CALIFORNIA, ADOPTING A

MITIGATED NEGATIVE DECLARATION AND MITIGATION MONITORING AND REPORTING PROGRAM

FOR, THE HAWTHORNE AIRPORT HANGARS PROJECT
WHEREAS, Hawthorne Airport, LLC proposes the Hawthorne Airport Hangars Project to enhance aviation operations by constructing thirteen (13) new aircraft hangars at four designated sites within the Hawthorne Municipal Airport;
WHEREAS, the project includes demolition of six existing buildings totaling approximately 18,000 square feet, removal of 55,000 square feet of impervious surfaces, replacement with new pavement, and airfield safety enhancements;
WHEREAS, the new hangars will range in size from 2,500 to 25,300 square feet and incorporate modern fire suppression systems, energy-efficient lighting, and structural reinforcements for seismic safety; WHEREAS, an Initial Study was prepared in accordance with the California Environmental Quality Act (CEQA), Public Resources Code Section 21000, et seq., and the State CEQA Guidelines, California Code of Regulations Title 14, Chapter 3, Sections 15000, et seq.; WHEREAS, the Initial Study identified potentially significant environmental effects for Cultural Resources, Hazards & Hazardous Materials, Tribal Cultural Resources and Mandatory Findings of Significance, but revisions to the project and mitigation measures agreed to by Hawthorne Airport, LLC reduce those effects to a less-than-significant level. Accordingly, the City prepared an Initial Study Mitigated Negative Declaration (IS/MND) with a Mitigation Monitoring and Reporting Program (MMRP); WHEREAS, on November 5, 2025, the City filed a Notice of Intent to Adopt a Mitigated Negative Declaration and the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program were circulated for public review and comment in accordance with CEQA requirements on November 5, 2025, for a 30-day comment period;
WHEREAS, the Building Director has reviewed and considered the IS/MND, MMRP, supporting documents, and all comments received during the public review period and during the public comment period at the December 9, 2025 City Council meeting;
The Building Director of the City of Hawthorne as follows:

Section 1. The above recitals are all true and correct.

Section 2. The Building Director has independently reviewed and analyzed the IS/MND, the MMRP, all public comments received during the public review period and during the City Council meeting on December 9, 2025, and other information in the record, has considered the information contained therein prior to acting upon or approving the Project and based on the whole record before him, the Building Director finds: the IS/MND was prepared for the Project in compliance with CEQA and consistent with state and local guidelines implementing CEQA, the IS/MND represents the independent judgement and analysis of the City as lead agency for the Project, and there is no substantial evidence that the Project will have a significant effect on the environment. The Building Director has also reviewed and considered the MMRP for the Project and finds it is designed to ensure compliance with the mitigation measures during project implementation. Based on these findings the Building Director hereby adopts the IS/MND and MMRP for the Project.

Section 3. The Building Director designates himself as the custodian of documents and other materials which constitute the record of proceedings on which this decision is based. Those documents are available for public review in the Public Works Department at 4455 W. 126th Street, Hawthorne, California.

Section 4. Approval of the Project: Having independently reviewed, analyzed and adopted the IS/MND and the adopted mitigation measures set forth in the MMRP, the Building Director of the City of Hawthorne hereby approves the building permit for the Hawthorne Airport Hangars Project, provided however, that such approval is conditioned on compliance with the MMRP.

Section 5. Prior to any ground-disturbing activities within 20 feet of an existing remediation or monitoring well, Hawthorne Airport LLC will provide written verification from the CA Department of Toxic Substances Control (DTSC) stating that DTSC agrees and approves with the necessary well conversions, relocations, and abandonments within the hangar footprints as presented in Mitigation Measure HAZ-1 in the Final IS/MND and MMRP.

Section 6. Hawthorne Airport LLC will be fully responsible for implementing and paying the costs associated with the mitigation measures related to the tribal cultural resources and ancestral territory of the Gabrieleño Band of Mission Indians – Kizh Nation as presented in Mitigation Measures TCR-1 through TCR-3 in the Final IS/MND and MMRP which require the presence of a tribal monitor during ground-disturbing activities, cultural sensitivity training, procedures for unanticipated discoveries, and compliance with state law in the event of human remains, thereby ensuring that potential impacts to tribal cultural resources are reduced to less than significant.

Section 8. The City Clerk shall file a Notice of Determination within five (5) working days of project approval with the Los Angeles County Clerk per CEQA Guidelines 15075.

ADOPTED by, Akbar Farokhi, Building Director, City of Hawthorne.

AGENDA ITEM NO. 17.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Housing
City Manager: Department Head:

SUBJECT:

Establish a professionally organized Farmer's Market in partnership with Local LA Farmers' Markets and the Hawthorne Chamber of Commerce.

RECOMMENDED MOTION:

Staff recommends that the City Council:

1. Approve a partnership between the City, the Hawthorne Chamber of Commerce, and Local LA Farmers' Markets to provide professional services necessary to administer and implement a local Farmer's Market on City property.

2. Authorize the City Manager, or designee, to execute, amend, and keep record of documents necessary to administer Professional Services for the Hawthorne Chamber of Commerce and with Local LA Farmers' Markets (LLFM).

DISCUSSION:

Overview/Background:

LLFM would like to bring a Certified Farmers' Market to the City of Hawthorne, creating a valuable community asset that extends beyond a weekly marketplace. A farmers' market serves as a true community hub, connecting residents with fresh, locally grown produce while supporting small farmers, artisans, and food producers.

This market will be under the umbrella of the Hawthorne Chamber of Commerce, managed by LLFM, and in partnership with the City of Hawthorne. LLFM would provide services, including establishment and setup, vendor recruitment and management, market operations, reporting, marketing and promotions, layout design, optimization, and development of a growth plan.

Cost Analysis:

The Chamber of Commerce, as the market operator, will include insurance coverage. Each business will pay an initial cost of $325 per year for the permit/license with the Department of Health, all applicable Hawthorne Licensing fees, and $2 per tent/per vendor/per day of the market fee to the CDFA (California Department of Food and Agriculture).

Revenue Opportunities:

LLFM will receive 80% (minus the weekly CDFA fee) of the market revenue, and through this will cover, but is not limited to:

Market Staffing
Equipment: Tents, weights, table, dining tables, chairs, umbrellas, banners, and general supplies Market Growth Plan and Optimization
Insurance
Bathroom cost and handwashing station
Marketing and promotion
Reporting
Revenue is generated through the market by vendor fees. Management is considering a model of $50 per tent or 8% of daily revenue, whichever is higher, for each vendor. From this, 20% of the vendor fees will be allocated to the Hawthorne Chamber of Commerce and the City of Hawthorne. The remaining amount will cover agriculture fees and Local LA Farmers' Markets to cover market operations and management.

Based on conservative projected total revenue, the market's yearly revenue is estimated to be around $124,000 in its first year, $172,500 in its second, and $271,200 by the third year of operation. 20% of which will go to the Chamber and City.

Benefits:

A farmers' market is more than a marketplace; it's a community hub that fosters connections, supports local businesses, and promotes healthy living. The partnership looking to bring the following benefits to the City of Hawthorne:

Access to Fresh, Local Food
Provides fresh, seasonal, and locally grown produce directly from farmers Local Business Support
Helps small farmers, artisans, and food producers thrive Foster Community Engagement
Provides a weekly gathering space where neighbors can connect Support Food Security & Accessibility
SNAP/EBT benefits and WIC through participating farmers Experience and Vendors
Tailored to Hawthorne's community
In addition to these community benefits, LLFM will provide complete market management services to build a thriving market, which include:

Establishment & Setup Guide and assist the Chamber in formation steps, permits, certifications, compliance,
EBT application, and the overall operational
plan
Vendor Recruitment & Management Source, onboard, and manage all vendors Market Operations Oversee weekly setup, breakdown, site logistics, and day-of management
Financial Management Handle vendor payments and reporting Marketing & Promotions Plan and execute campaigns to build awareness and drive attendance
Experience & Layout Design Create an optimized vendor layout and engaging customer experience
Optimization & Growth Monitor performance, improve operations, and support market expansion
Site Options & Logistics:

Betty Ainsworth Sports Center's parking lot is an ideal location for a neighborhood farmers' market, offering ample space for the market footprint and parking for vendors and customers. The site accommodates onsite vendor and customer parking at launch, with vendor load-in and load-out occurring outside of market hours. During market hours (9 a.m.--2 p.m.), customers can enter from Doty Avenue and park in the designated spaces, nearby lots, or available street parking.

The layout also provides room for future growth, allowing the market to expand as additional vendors are added over time.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

None
FISCAL IMPACT:

Staff recommends approval of a General Fund expenditure in an amount not to exceed $2067 per occasion for the first 12 months. This amount covers barricades, trash bin, organic bin, recycling bin, staff time, no parking signs, porta potty and wash basin and the CMB Board daily rates. Staff believes the profit generated from the event will cover all ongoing expenses.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act.

ATTACHMENTS
Hawthorne Farmer's Market Presentation
City of Hawthorne
Farmers’ Market
Sundays, 9am - 2pm
Hawthorne’s Community
Farmers’ Market
A farmers’ market is more than a marketplace, it’s a
community hub that fosters connections, supports local
businesses, and promotes healthy living.

Access to Fresh, Local Food: Provides fresh, seasonal,
and locally grown produce directly from farmers
Local Business Support: Helps small farmers, artisans,
and food producers thrive
Foster Community Engagement: Provides a weekly
gathering space where neighbors can connect
Support Food Security & Accessibility: SNAP/EBT
benefits and WIC through participating farmers
Experience and Vendors: Tailored to Hawthorne’s
community
Market Schedule
Weekly Farmers’ Market: Sundays
Market Day Schedule
Vendor Load In and Set Up: 6:00am - 9:00am
Market Hours: 9:00am - 2:00pm
Load Out and Clean Up: 2:00pm - 5:00pm
Farmers’ Market Opening: April 2026
2026 Closure Dates:

April 5 - Easter Sunday
November 29
December 27

LOCATION
Betty Ainsworth (Memorial Park). Ideal location for a
community focused farmers’ market while allowing
space for market expansion.

On-site Parking: Spaces for both customer and vendor
parking.

Experiential Layout: This location supports clear vendor rows, smooth customer flow, and optimal use of space,
allowing us to design an intuitive, engaging market
experience that enhances shopping, drives sales, and
creates room for experiential elements.

Space for Market Expansion: The current layout
provides ample room for growth, with space to add
more vendors over time and the ability to extend the
market footprint into the adjacent vendor parking area
as demand increases.

CERTIFIED FARMERS’
MARKET
Hawthorne will have a Certified Farmers’ Market established under the Chamber of Commerce. This creates a strong,
city-supported foundation that firmly roots the market within the community and sets it up for long-term success.

Local LA Farmers’ Markets will manage the market in
collaboration with the Chamber of Commerce and the City of Hawthorne. We will recruit quality vendors, shape an engaging market experience, oversee on-site operations, and drive sustainable growth as the market expands.

Market Operator: Hawthorne Chamber of Commerce
Market Manager: Local LA Farmers’ Markets
Market Partner: City of Hawthrone
LOCAL LA FARMERS’

MARKETS MANAGEMENT
Local LA Farmers’ Markets will manage the Hawthorne Farmers’ Market in partnership with the Chamber of Commerce and the City, providing end-to-end support from initial setup through long-term growth.

Establishment & Setup: Guide and assist the Chamber in formation steps, permits, certifications, compliance, EBT application, and the overall operational plan
Vendor Recruitment & Management: Source, onboard, and manage all vendors
Market Operations: Oversee weekly setup, breakdown, site logistics, and day-of management
Financial Management: Handle vendor payments and reporting Marketing & Promotions: Plan and execute campaigns to build awareness and drive attendance
Experience & Layout Design: Create an optimized vendor layout and engaging customer experience
Optimization & Growth: Monitor performance, improve operations, and support market expansion
VENDORS FARM TO COMMUNITY: Fruit, Vegetables, Dairy, Honey, Meat and Poultry, Flowers
PREPARED FOOD: Hot Food Pizza, Crepes, Korean BBQ, Thai, Sandwiches, Chicken and Waffles, Tamales, Pupusas; Prepared Meals Vegetarian, Soups, Gumbo, Italian, Mediterranean, Greek, Gluten Free; Pastry and Bread; Coffee
PREPACKAGED FOOD: Nuts and Dried Fruit, Coffee, Tea, Hot Sauce, Hummus and Dips, Juices
CRAFTERS: Clothing, Jewelry, Textiles, Candles, Soaps, Art, Gifts Our vendor recruitment strategy builds
on established vendor relationships
while aligning with the specific needs
and interests of the Hawthorne
community:

Farmers & Growers (35-40%)
Prepared and Packaged Foods
(55%)
Artisans & Crafters (5-10%)

MARKETING
Phase 1 – Launch (Pre-Launch & Opening Weeks): Robust
awareness campaign targeting residents and workers in
Hawthorne and nearby communities to establish the market quickly.

Phase 2 – First Six Months: Maintain visibility and encourage repeat visits, with an emphasis on growth and community engagement.

Phase 3 – Year 1 & 2: Focus on community building and longterm retention. Marketing will highlight the market’s atmosphere, experiences, and new offerings to keep it top-of-mind and attract returning visitors.

Establish the Hawthorne Farmers’ Market as
a weekly community tradition.

Key Marketing Components:

Branding and creative development, online
presence, digital marketing, community
outreach, advertising campaigns, press and PR,
onsite promotion and customer engagement.

MARKET GROWTH

AND REVENUE
YEAR 1: BUILDING
Launch: Total Businesses: 32. Total Stalls: 44
Grow to: Total Businesses: 41. Total Stalls: 55
Estimated Total Yearly Revenue: $124,000
YEAR 2: EXPANDING
Grow to: Total Businesses: 52. Total Stalls: 69
Estimated Total Yearly Revenue: $172,500
YEAR 3: ESTABLISHED
Grow to: Total Businesses: 78. Total Stalls: 102
Estimated Total Yearly Revenue: $271,200
Yearly Revenue based on 50 weeks, conservative estimates. This is the total estimated revenue collected through vendor fees. Base Fee $50 per tent or 8% of sales. Chamber of Commerce and City will receive 20% of total revenue.

MEASUREMENT, OPTIMIZATION

AND ENHANCEMENTS
Measurement
Track attendance and vendor sales
Gather community feedback (in person, social media,
etc.)
Digital marketing and online analytics
Optimization
Vendor placement and new vendors, including
integration of local vendors
Market layout
Refine messaging and promotional tactics
Enhancements
Experiential components - Live music
Table/dining Area
THANK YOU, QUESTIONS?
AGENDA ITEM NO. 18.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Finance
City Manager: Department Head:

SUBJECT:

Review of the Quarter 1 Financial Report for Fiscal Year 2025-2026.

RECOMMENDED MOTION:

Staff recommends that the City Council receive, approve, and file the Quarter 1 Financial Report for Fiscal Year 2025-2026.

DISCUSSION:

This report provides the required Quarter 1 Financial Report for Fiscal Year 2023-2024.

Quarter 1 of Fiscal Year 2025-2026 Revenues
At this point in the fiscal year, staff compared the revenues received to date with prior year actuals and determined that revenues are on track with the projections that were adopted by the City Council in June 2025. Budgeted General Fund revenues are currently $11,398,858 compared to $11,682,996 during the same reporting period in FY 2024-25 (which reflects a 2.4% decrease); they are up about 17% in comparison to the same period in FY 2023-24.

The most notable tax increases have been the Business License Tax of 88% and Transient Lodging Tax, which reflects an increase of 165%, compared to FY 24-25. The increase in TOT appears to be a timing issue. TOT audits have been processed over the last 2 years, and hotels are remitting payments in a more timely manner. Business License Tax collected during the 1st quarter is usually for delinquent payments from the prior fiscal year.

The City has also realized a 25% decrease in construction permits during the first quarter of the fiscal year. During the same quarter in FY 23-24, there was a 22% increase in construction permits.

Quarter 1 of Fiscal Year 2025-2026 Expenditures
General Fund expenditures are currently trending at 23.92% ($27,061,266) compared to 23.36% during the same reporting period in FY 24-25 and 23.05% in FY 23-24. This reflects an overall increase of

5.35% from Quarter 1 2024-25. Any time our General Fund expenditures as a whole are below 25% spending in the first quarter of the fiscal year, we consider that a success. For many years now, the direction from the City Manager and City Council has been to spend wisely and conservatively. The City needs to be ready, with sufficient cash balances, for any unexpected emergencies. Currently, the only program with expenditures exceeding 25% is the Non-Departmental program at 44.66%. This program includes payments for the Los Angeles County Fire contract. Almost 31% of the fees for FY 2025-26 have already been remitted for the Fire Contract. Fees for Fire services are paid in advance of the month the service is provided.

General Fund Cash Balance
The required General Fund cash balance for Fiscal Year 2025-26 is $28,283,395, as required by Section O of HMC 2.04.040, which is the average of 3 months of operating expenditures for the current Fiscal Year. As of September 30, 2025, this balance was $86,865,434. As of September 30, 2024, this same balance was $90,124,026. The reduction is due to greater than usual pending grant reimbursements.

As of September 30, 2025, the above balance includes interfund activity of ($19,860,543) for funds with deficit balances related to $700 K in Street Lighting, $2.7 M in Bond Payments, $1.2M in liability insurance payments, $1.8 in HUD funding, $2.4 M in grant reimbursable expenditures, and $9.3 in Park & Comm. Center Improvements, which are expected to be collected throughout the current fiscal year.

Investments
The total investment for City-held accounts is $127,411,465. Total General Fund investment earnings for Quarter 1 FY 2025-26 were $669,109. Compared to $1,223,459 during the same reporting period in FY 24-25, this represents a 45% decrease, primarily due to decreases in interest rates.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:
.

FISCAL IMPACT:

None.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act

ATTACHMENTS
Quarter 1 Financial Report
Bank Statements 09-2025
Pooled Cash Report 09-2025
Presentation
FY2025-2026

QUARTERLY FINANCIAL REPORT
1Q - ENDING SEPTEMBER 2025

QUARTERLY FINANCIAL REPORT
THREE MONTHS ENDED SEPTEMBER 30, 2025

INTENDED FOR INTERNAL MANAGEMENT PURPOSES ONLY
APPROVED YTD % CURRENT YR % PRIOR YR % PRIOR YR
CATEGORY BUDGET ACTUALS (Q1 25-26) (Q1 24-25) (Q1 23-24) REVENUES $113,487,391 $11,398,858 10.04% 10.41% 9.97%
EXPENDITURES $113,133,581 $27,061,266 23.92% 23.36% 24.05% REV/EXP $353,810 ($15,662,408)
APPROVED YTD % CURRENT YR % PRIOR YR % PRIOR YR
CATEGORY BUDGET ACTUALS (Q1 25-26) (Q1 24-25) (Q1 23-24) PROPERTY TAXES $10,188,000 $236,745 2.32% 2.41% 0.00%
SALES & USE TAX (ADD-ON) $14,932,000 $1,294,335 8.67% 8.36% 8.64% SALES & USE TAX (BRADLEY BURNS) $22,143,550 $1,838,596 8.30% 7.90% 8.85% UTILITY USER TAX $8,960,319 $1,579,387 17.63% 25.04% 22.76% OTHER TAXES $23,402,000 $3,269,258 13.97% 7.91% 14.04%
LICENSES & PERMITS $2,161,300 $337,460 15.61% 23.16% 19.77% FINES & FORFEITURES $3,200,000 $129,321 4.04% 5.60% 6.32% INVESTMENT EARNINGS $2,500,000 $669,109 26.76% 81.56% 72.14% VEHICLE LICENSE (INCL IN LIEU) $15,204,000 $0 0.00% 0.00% 0.00% INTERGOVERNMENTAL STATE/COUNTY $246,000 $142,140 57.78% 44.73% 46.85% CHARGES FOR SERVICES $4,936,600 $912,873 18.49% 20.73% 13.36% OTHER REVENUE $3,313,622 $414,636 12.51% 38.63% 21.19%
PROGRAM CONTRIBUTIONS $2,300,000 $575,000 25.00% 25.00% 25.00% $113,487,391 $11,398,858 10.04% 10.41% 9.97%

GENERAL FUND AT-A-GLANCE

GENERAL FUND REVENUES

QUARTERLY FINANCIAL REPORT
THREE MONTHS ENDED SEPTEMBER 30, 2025

INTENDED FOR INTERNAL MANAGEMENT PURPOSES ONLY

BALANCE
BMO - GENERAL ACCOUNT $12,678,162
TOTAL $12,678,162
LOCAL AREA INVESTMENT FUND $75,000,000
BMO - MONEY MARKET ACCOUNT $26,628,722
BMO - SWEEP ACCOUNT $0
MULTIBANK SECURITIES $25,782,743
$127,411,465

BANK BALANCES
FINANCIAL INSTITUTION - BALANCE @ SEPTEMBER 30, 2025
$12,000,000
$12,585,399 $12,678,162
11,600,000
11,800,000
12,000,000
12,200,000
12,400,000
12,600,000
12,800,000
QUARTER 1 - 2023 QUARTER 1 - 2024 QUARTER 1 - 2025
QUARTER 1 BALANCE LAST THREE YEARS

QUARTERLY FINANCIAL REPORT
THREE MONTHS ENDED SEPTEMBER 30, 2025

INTENDED FOR INTERNAL MANAGEMENT PURPOSES ONLY
APPROVED YTD % CURRENT YR % PRIOR YR % PRIOR YR
DEPARTMENT BUDGET ACTUALS (Q1 25-26) (Q1 24-25) (Q1 23-24) MAYOR/CITY COUNCIL $411,742 $75,051 18.23% 17.66% 18.90% NON - DEPARTMENTAL $18,118,241 $8,090,974 44.66% 16.09% 47.87% GENERAL FUND - ARPA ALLOCATIONS $1,223,291 $123,859 10.13% 8.22% 15.07% LAND PURCHASE $0 $0 0.00% 0.00% 0.00%
MEARURE HH $14,574,972 $2,020,993 13.87% 46.10% 14.02%
CITY CLERK $330,067 $56,431 17.10% 9.94% 16.85%
CITY MANAGER $1,194,883 $180,393 15.10% 10.85% 13.99%
CITY TREASURER $89,200 $12,480 13.99% 20.74% 10.04%
CITY ATTORNEY $1,593,978 $282,136 17.70% 27.84% 10.44%
FINANCE $1,437,018 $190,340 13.25% 13.11% 7.15%
LICENSING $1,227,962 $275,875 22.47% 15.55% 16.56%
HUMAN RESOURCES $1,188,555 $204,233 17.18% 13.92% 17.59% POLICE $56,350,732 $12,538,904 22.25% 22.86% 21.80%
PUBLIC WORKS $3,923,830 $522,758 13.32% 11.57% 15.72%
PLANNING & COMM. DEVELOPMENT $2,927,423 $556,940 19.02% 22.96% 26.13% BUILDING & SAFETY $1,955,331 $367,559 18.80% 15.32% 15.58% COMMUNITY SERVICES $6,586,356 $1,562,340 23.72% 19.32% 20.47% $113,133,581 $27,061,266 23.92% 23.36% 24.05%
APPROVED YTD % CURRENT YR % PRIOR YR % PRIOR YR
CATEGORY BUDGET ACTUALS (Q1 25-26) (Q1 24-25) (Q1 23-24) PERSONNEL SALARIES & BENEFITS $57,911,367 $12,425,713 21.46% 21.05% 20.13%

GENERAL FUND EXPENDITURES BY DEPARTMENT

GENERAL FUND EXPENDITURES BY TYPE

QUARTERLY FINANCIAL REPORT
THREE MONTHS ENDED SEPTEMBER 30, 2025

INTENDED FOR INTERNAL MANAGEMENT PURPOSES ONLY
PERSONNEL OVERTIME $2,452,115 $886,604 36.16% 37.03% 39.25% PERSONNEL OVERTIME - SPEC. REIMB. $1,800,000 $435,640 24.20% 25.44% 32.58% FIRE CONTRACT $16,000,000 $4,907,638 30.67% 30.27% 32.63% CONTRACT SERVICES $7,311,204 $935,731 12.80% 12.20% 15.11% MAINTENACE & OPERATIONS MINUS # (2) $12,523,111 $3,298,215 26.34% 30.12% 31.11% CAPITAL OUTLAY $1,110,498 $115,543 10.40% 2.62% 23.60%
RETIREE HEALTH INS/EMPL RELATIONS $4,100,000 $1,080,416 26.35% 19.28% 17.35% OPERATING TRANSFERS OUT (1) $4,540,350 $1,629,419 35.89% 28.69% 34.54% INTERDEPARTMENTAL CHARGES (2) $5,384,936 $1,346,348 25.00% 20.36% 20.37% $113,133,581 $27,061,266 23.92% 23.36% 24.05%
(1) 1997 COP - Haw Public Financing , 2016 COP - Bond (Debt Service), Gateway Tax Rebates (2) Vehicle Rental, Liability Insurance and Cost Allocation

QUARTERLY FINANCIAL REPORT
THREE MONTHS ENDED SEPTEMBER 30, 2025

INTENDED FOR INTERNAL MANAGEMENT PURPOSES ONLY
APPROVED YTD % CURRENT YR % PRIOR YR % PRIOR YR
AIRPORT BUDGET ACTUALS (Q1 25-26) (Q1 24-25) (Q1 23-24) REVENUES $3,138,200 $276,823 8.82% 8.98% 13.93%
EXPENDITURES $3,388,170 $252,527 7.45% 6.47% 20.18%
REV/EXP ($249,970) $24,295
APPROVED YTD % CURRENT YR % PRIOR YR % PRIOR YR
SEWER SERVICE BUDGET ACTUALS (Q1 25-26) (Q1 24-25) (Q1 23-24) REVENUES $1,450,000 $206,868 14.27% 6.85% 11.04%
EXPENDITURES $2,195,387 $832,177 37.91% 43.11% 8.64%
REV/EXP ($745,387) ($625,309)

ENTERPRISE OPERATIONS

QUARTERLY FINANCIAL REPORT
THREE MONTHS ENDED SEPTEMBER 30, 2025

INTENDED FOR INTERNAL MANAGEMENT PURPOSES ONLY
1Q 1Q 1Q 1Q 1Q 1Q FY 2026
REVENUE TYPE FY2021 FY2022 FY2023 FY2024 FY2025 FY2026 BUDGET % REALIZED SALES TAX $2,482,536 $3,147,274 $3,057,850 $3,298,660 $3,236,029 $3,132,930 37,075,550 8% (VLF) INTERGOVERNMENTAL STATE $51,177 ($13,368) $0 $0 $0 $0 15,204,000 0% PROPERTY TAXES $194,776 $201,198 $205,597 $0 $228,806 $236,745 7,938,000 3% UTILITIES USERS TAXES $1,005,896 $1,278,657 $1,683,125 $1,502,389 $2,292,338 $1,579,387 8,960,319 18% BUSINESS LICENSES TAXES $91,878 $708,542 $267,276 $354,899 $486,103 $914,661 8,000,000 11% FRANCHISE FEES $110,698 $227,252 $94,713 $79,325 $48,651 $102,259 7,000,000 1% TRANSIENT LODGING TAX (TOT) $284,424 $520,072 $950,580 $660,283 $422,637 $1,118,068 5,500,000 20% $4,221,385 $6,069,627 $6,259,141 $5,895,555 $6,714,563 $7,084,051 $89,677,869 8%

MAJOR REVENUE SOURCES
$3,236,029
$0
$228,806
$2,292,338
$486,103
$48,651
$422,637
$3,132,930
$0
$236,745
$1,579,387
$914,661
$102,259
$1,118,068
$0 $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000

SALES TAX
(VLF) INTERGOVERNMENTAL STATE

PROPERTY TAXES

UTILITIES USERS TAXES

BUSINESS LICENSES TAXES

FRANCHISE FEES

TRANSIENT LODGING TAX (TOT)
1ST QUARTER YEAR OVER COMPARISON
FY2026 FY2025
BMO Bank N.A.

P.O. Box 755
Chicago, IL 60690
Toll Free: 1-877-895-3278
ACCOUNT NUMBER:

STATEMENT PERIOD
09/01/25 TO 09/30/25
PAGE: 1 OF 7

CITY OF HAWTHORNE

GENERAL ACCOUNT/MASTER ACCOUNT
4455 W 126TH ST
HAWTHORNE CA 90250-4421
ITEMS ENCLOSED 0
___________________________________________________________________________________________________

INVESCO/AIM TREASURY CORP CL ACCOUNT NUMBER
___________________________________________________________________________________________________

ACCOUNT SUMMARY
YOUR PREVIOUS BALANCE WAS 11,178,344.02
YOUR TRANSACTIONS THIS PERIOD INCLUDED: AVERAGE COLLECTED BALANCE USED FOR ACCRUING 136 DEPOSITS 16,913,281.15 INTEREST WAS 9,459,258.32
91 WITHDRAWALS 16,051,157.77
INTEREST PAID WAS .00
YOUR ENDING BALANCE WAS 12,678,161.63
YTD INTEREST PAID IS .00
YTD INTEREST WITHHELD IS .00
___________________________________________________________________________________________________

TRANSACTIONS LISTED BY DATE POSTED

DATE WITHDRAWALS DEPOSITS

POSTED TRANSACTION DESCRIPTION OTHER DEBITS OTHER CREDITS SEP 02 CCD STRIPE TRANSFER 1H1W8T7W0A1 364.80
SEP 02 CCD NCR HAWTHORNELIC NCR CC PAY NCRACHTRANS 2,438.00 SEP 02 CCD PAYMENTECH TRANSFER r 6,482.46
SEP 02 CCD PAYMENTECH TRANSFER r 8,547.88
SEP 02 CCD HUD H-EFT 113024 9,935.00
SEP 02 PPD SOUTH COAST AQMD DIRECT PAY 0000000179 29,783.79 SEP 02 CTX LACMTA CORP PMT 1246441 116,884.26
SEP 02 CTX LACMTA CORP PMT 1246442 132,335.71
SEP 02 ZERO BALANCE TXFR TO DDA ACCT 2,747.18
SEP 02 ZERO BALANCE TXFR TO DDA ACCT 5,426.16
SEP 02 ZERO BALANCE TXFR TO DDA ACCT 1,845,799.08
SEP 02 CCD MERCHANT SERVICE MERCH FEE 8032722012 10.00
SEP 02 CCD AUTHNET GATEWAY BILLING 143199756 20.00
SEP 02 CCD AUTHNET GATEWAY BILLING 143126670 30.00
SEP 02 CCD AUTHNET GATEWAY BILLING 143164214 30.00
SEP 02 CCD AUTHNET GATEWAY BILLING 143283235 30.00
SEP 02 CCD AUTHNET GATEWAY BILLING 143305714 30.00
SEP 02 CCD MERCHANT SERVICE MERCH FEE 8032721907 35.00
SEP 02 PPD NATIONWIDE PAYMENTS D0013231767 41,968.50
SEP 03 CCD NCR HAWTHORNELIC NCR CC PAY NCRACHTRANS 110.00 SEP 03 CCD NCR HAWTHORNELIC NCR CC PAY NCRACHTRANS 192.00 BMO Bank N.A.

P.O. Box 755
Chicago, IL 60690
Toll Free: 1-877-895-3278
ACCOUNT NUMBER:

STATEMENT PERIOD
09/01/25 TO 09/30/25
PAGE: 1 OF 2

CITY OF HAWTHORNE

ATTN - DIRECTOR OF FINANCE

CASH MANAGEMENT
4455 W 126TH ST
HAWTHORNE CA 90250-4421
ITEMS ENCLOSED 0
___________________________________________________________________________________________________

CORPORATE MMDA - PUBLIC FUNDS ACCOUNT NUMBER
___________________________________________________________________________________________________

ACCOUNT SUMMARY
YOUR PREVIOUS BALANCE WAS 34,847,887.05
YOUR TRANSACTIONS THIS PERIOD INCLUDED: AVERAGE COLLECTED BALANCE USED FOR ACCRUING 0 DEPOSITS .00 INTEREST WAS 33,573,911.42
3 WITHDRAWALS 8,300,013.00 (MINIMUM DAILY BALANCE NECESSARY TO ACCRUE INTEREST PAID WAS 80,848.35 INTEREST IS .00)
YOUR ENDING BALANCE WAS 26,628,722.40
YTD INTEREST PAID IS 887,493.64
YTD INTEREST WITHHELD IS .00
___________________________________________________________________________________________________

TRANSACTIONS LISTED BY DATE POSTED

DATE WITHDRAWALS DEPOSITS

POSTED TRANSACTION DESCRIPTION OTHER DEBITS OTHER CREDITS SEP 22 PC TRANSFER DEBIT BRING BAL T0 12M 3,100,000.00
SEP 22 ACCT ANALYSIS SERV CHG 13.00
SEP 29 PC TRANSFER DEBIT BALANCE TO 12 M 5,200,000.00
SEP 30 IOD INTEREST PAID 80,848.35
___________________________________________________________________________________________________

CLOSING DAILY BALANCES AND DEBIT TOTALS

DATE BALANCE DEBITS DATE BALANCE DEBITS
SEP 22 31,747,874.05 2 SEP 30 26,628,722.40 0
SEP 29 26,547,874.05 1
___________________________________________________________________________________________________

TRANSACTION SUMMARY INFORMATION

DESCRIPTION NUMBER AMOUNT DESCRIPTION NUMBER AMOUNT
PC TRANSFER DEBIT 2 8,300,000.00 IOD INTEREST PAID 1 80,848.35 ACCT ANALYSIS SERV C 1 13.00
___________________________________________________________________________________________________ Local Agency Investment Fund
P.O. Box 942809
Sacramento, CA 94209-0001
(916) 653-3001
October 01, 2025
LAIF Home
PMIA Average Monthly Yields

CITY OF HAWTHORNE

CITY TREASURER
4455 W. 126TH STREET
HAWTHORNE, CA 90250
Account Number:

September 2025 Statement
Tran Type Definitions
Account Summary
Total Deposit: 0.00 Beginning Balance: 75,000,000.00
Total Withdrawal: 0.00 Ending Balance: 75,000,000.00

Pooled Cash Allocation
as of September 30, 2025 $ 12,678,161.63 $ 26,628,722.40 $ 75,000,000.00 $25,782,742.52 $140,089,626.55 T.B.

Cash Balances BMO BMO
Fund # as of 9-30-2025 Total Percent General Account Money Market LAIF M.B.S. Totals 100 General Fund - Sale of Property 7,425,224.00 7,425,224.00 100.0000% $ 7,425,224.00 $ 7,425,224.00 74,943,923.84 74,943,923.84 56.4914% $ 2,967,455.85 $ 15,042,927.15 $ 42,368,519.21 $25,782,742.52 $ 86,161,644.74 5,597,293.49 5,597,293.49 4.2191% $ 221,628.66 $ 1,123,502.40 $ 3,164,353.09 $ 4,509,484.14 5,597,293.49 5,597,293.49 4.2191% $ 221,628.66 $ 1,123,502.40 $ 3,164,353.09 $ 4,509,484.14 1,028,206.65 1,028,206.65 0.7750% $ 40,712.54 $ 206,384.15 $ 581,282.52 $ 828,379.21 3,084,619.95 3,084,619.95 2.3251% $ 122,137.63 $ 619,152.44 $ 1,743,847.57 $ 2,485,137.64 1,001,202.52 1,001,202.52 0.7547% $ 39,643.30 $ 200,963.81 $ 566,016.11 $ 806,623.22 3,254.54 3,254.54 0.0025% $ 128.87 $ 653.26 $ 1,839.91 $ 2,622.03

40.16 40.16 0.0000% $ 1.59 $ 8.06 $ 22.70 $ 32.36
5,157,936.79 5,157,936.79 3.8880% $ 204,232.03 $ 1,035,313.65 $ 2,915,968.80 $ 4,155,514.49 (671,252.58) - 0.0000% $ - $ - $ - $ -
3,903,362.49 3,903,362.49 2.9423% $ 154,556.30 $ 783,492.44 $ 2,206,712.43 $ 3,144,761.18 (632,393.16) - 0.0000% $ - $ - $ - $ -
(81,845.69) - 0.0000% $ - $ - $ - $ -
(33,003.84) 0.0000% $ - $ - $ - $ -
291,680.44 291,680.44 0.2199% $ 11,549.29 $ 58,546.81 $ 164,897.54 $ 234,993.63 (86,027.84) - 0.0000% $ - $ - $ - $ -
(1,182,286.08) - 0.0000% $ - $ - $ - $ -

17.37 17.37 0.0000% $ 0.69 $ 3.49 $ 9.82 $ 13.99
10,401.34 10,401.34 0.0078% $ 411.85 $ 2,087.78 $ 5,880.25 $ 8,379.89 6,087,245.37 6,087,245.37 4.5885% $ 241,028.64 $ 1,221,846.74 $ 3,441,340.66 $ 4,904,216.03 2,961,189.97 2,961,189.97 2.2321% $ 117,250.34 $ 594,377.27 $ 1,674,068.13 $ 2,385,695.74 2,903,350.72 2,903,350.72 2.1885% $ 114,960.15 $ 582,767.64 $ 1,641,369.50 $ 2,339,097.29 4,217,806.50 4,217,806.50 3.1793% $ 167,006.93 $ 846,608.41 $ 2,384,479.04 $ 3,398,094.38 (906,256.80) - 0.0000% $ - $ - $ - $ -
292,475.84 292,475.84 0.2205% $ 11,580.78 $ 58,706.46 $ 165,347.20 $ 235,634.45 1,313,097.40 1,313,097.40 0.9898% $ 51,992.99 $ 263,568.11 $ 742,341.60 $ 1,057,902.70 679.55 679.55 0.0005% $ 26.91 $ 136.40 $ 384.17 $ 547.48 (227,206.85) - 0.0000% $ - $ - $ - $ -
477,890.46 477,890.46 0.3602% $ 18,922.40 $ 95,923.34 $ 270,168.82 $ 385,014.55 (44,344.97) - 0.0000% $ - $ - $ - $ -
45,263.00 45,263.00 0.0341% $ 1,792.22 $ 9,085.30 $ 25,588.82 $ 36,466.34 149,111.33 149,111.33 0.1124% $ 5,904.16 $ 29,929.99 $ 84,298.04 $ 120,132.20 (3,588,061.61) - 0.0000% $ - $ - $ - $ -
4,764.01 4,764.01 0.0036% $ 188.63 $ 956.24 $ 2,693.27 $ 3,838.15 (5,473,080.94) - 0.0000% $ - $ - $ - $ -
(215,758.93) - 0.0000% $ - $ - $ - $ -
(2,208.17) - 0.0000% $ - $ - $ - $ -
719,583.18 719,583.18 0.5424% $ 28,492.39 $ 144,436.49 $ 406,806.48 $ 579,735.36 2,182,679.39 2,182,679.39 1.6453% $ 86,424.68 $ 438,112.73 $ 1,233,947.85 $ 1,758,485.26 (1,699,263.73) - 0.0000% $ - $ - $ - $ -
550,970.79 550,970.79 0.4153% $ 21,816.06 $ 110,592.20 $ 311,483.78 $ 443,892.04 1,805,770.82 1,805,770.82 1.3612% $ 71,500.73 $ 362,458.72 $ 1,020,867.76 $ 1,454,827.21 279,503.69 279,503.69 0.2107% $ 11,067.14 $ 56,102.66 $ 158,013.58 $ 225,183.38 100 General Fund
105 Economic Uncertainty Reserve
106 Pension Stabilization
107 Economic Development/Business Stabilization
108 Asset Acquisition Fund
109 2024 Revenue Lease Reserve Fund
125 FEMA
175 Cares Act - Coronavirus Relief Fund
180 American Rescue Plan Act
200 Street Lighting Fund
220 State Gas Tax Fund
225 Street Fund
232 Homeland Security/Operations Stone Garden
233 Social Security Administration
239 Community Oriented Policing Services (COPS)/SLESF
244 CA Office of Traffic Safety Grant Fund
250 Insurance Reserve Fund
260 Edward Byrne Memorial Justice Assistance Program
265 Local Law Enforcement Block Grant Fund
280 Local Transit Assistance - Prop A
283 MTA Measure R
284 MTA Measure M
285 Proposition C County Sales Tax
289 Measure W - Safe, Clean Water Program
290 AB2766 Air Quality Fund
291 Street Improvements
294 Hawthorne Blvd. Mobility Improvement Project
298 USDOT - SS4A
299 ST MS4 Permanent Rainwater Quality Improvement
315 Cannabis Retail Access Grant
322 SB2 Planning Grant Program
324 Permanent Local Housing Allocation
328 Clean CaliGrant (Zela Davis)
329 Los Angeles CADA
330 CA Parks Rec - Community Center
331 CA Parks Rec - Senior Center
332 Baldwin Hills Consv. Holly Park
375 CATV PEG Fund (DIVCA)
410 Development Impact Fund AB 1600
441 2016 Refunding - 2004 Police Facility & 2005 POB
442 2019 Pension Obligation Bonds
443 Civic Center Revenue Lease
444 Debt Service -1997 COP
448 Debt Service - SBRPCA 2007 Series B Bonds 94,516.01 94,516.01 0.0712% $ 3,742.43 $ 18,971.48 $ 53,433.33 $ 76,147.24 T.B.

Cash Balances BMO BMO
Fund # as of 9-30-2025 Total Percent General Account Money Market LAIF M.B.S. Totals 461 Recognized Obligation Ret Fund - Area II 1,005,404.98 1,005,404.98 0.7579% $ 39,809.70 $ 201,807.34 $ 568,391.91 $ 810,008.95 462 Recognized Obligation Ret Fund - 20 % Set Aside 7,345,238.82 7,345,238.82 5.5367% $ 290,839.75 $ 1,474,354.25 $ 4,152,530.00 $ 5,917,724.00 464 Grevillea Property Fund 192,412.80 192,412.80 0.1450% $ 7,618.72 $ 38,621.57 $ 108,777.94 $ 155,018.22 465 Gale Avenue Property Fund -11605 166,712.83 166,712.83 0.1257% $ 6,601.11 $ 33,463.01 $ 94,248.81 $ 134,312.93 466 Gale Avenue Property Fund -11529 200,162.89 200,162.89 0.1509% $ 7,925.59 $ 40,177.18 $ 113,159.34 $ 161,262.11 467 Gale Avenue Property Fund -11537 115,596.62 115,596.62 0.0871% $ 4,577.13 $ 23,202.84 $ 65,350.96 $ 93,130.93 468 Truro Avenue Property Fund 122,926.65 122,926.65 0.0927% $ 4,867.36 $ 24,674.14 $ 69,494.90 $ 99,036.40 469 Debt Service - 2016 TAB Refunding 1998-2004-2006 (1,038,340.44) - 0.0000% $ - $ - $ - $ - 470 Debt Service- Project I - 2001 TAB 562,562.12 562,562.12 0.4240% $ 22,275.03 $ 112,918.84 $ 318,036.78 $ 453,230.65 474 Debt Service - CFD 1999-1 (Gateway) 230,011.42 230,011.42 0.1734% $ 9,107.46 $ 46,168.45 $ 130,033.80 $ 185,309.71 477 Debt Service - CFD 2004-1 (Fusion) 28,732.97 28,732.97 0.0217% $ 1,137.70 $ 5,767.35 $ 16,243.79 $ 23,148.84 478 Debt Service - CFD 2006-1 (360 Degrees) 17,377.51 17,377.51 0.0131% $ 688.07 $ 3,488.06 $ 9,824.14 $ 14,000.27 490 Community Project - Revitalization (428.00) - 0.0000% $ - $ - $ - $ - 500 Capital Improvement Fund 5,643,289.05 5,643,289.05 4.2538% $ 223,449.88 $ 1,132,734.74 $ 3,190,356.05 $ 4,546,540.67 520 Airport Fund 1,277,020.50 1,277,020.50 0.9626% $ 50,564.50 $ 256,326.67 $ 721,946.02 $ 1,028,837.19 560 Sewer Fund 917,155.38 917,155.38 0.6913% $ 36,315.39 $ 184,093.66 $ 518,501.21 $ 738,910.27 561 Storm Water Fund 336,199.12 336,199.12 0.2534% $ 13,312.03 $ 67,482.71 $ 190,065.56 $ 270,860.30 600 Equipment Fund 2,571,145.61 2,571,145.61 1.9381% $ 101,806.27 $ 516,086.62 $ 1,453,561.90 $ 2,071,454.78 605 ITS Hardware Replacement Fund 3,962,811.28 3,962,811.28 2.9871% $ 156,910.22 $ 795,425.14 $ 2,240,320.99 $ 3,192,656.36 727 CDBG Grant Fund (767,895.28) - 0.0000% $ - $ - $ - $ - 750 Cal Home Fund 60,213.12 60,213.12 0.0454% $ 2,384.18 $ 12,086.12 $ 34,040.66 $ 48,510.97 770 HPRP Fund 15,153.30 15,153.30 0.0114% $ 600.01 $ 3,041.61 $ 8,566.71 $ 12,208.32 789 Home Fund (854,561.66) - 0.0000% $ - $ - $ - $ -
815 Section 8 Housing - In House (27,234.31) - 0.0000% $ - $ - $ - $ - 840 EHV - Portability (180,630.65) - 0.0000% $ - $ - $ - $ - 850 BRIC Grant (275,649.00) - 0.0000% $ - $ - $ - $ -
855 Calif Used Oil Recycling Grant Fund 181,702.03 181,702.03 0.1370% $ 7,194.62 $ 36,471.67 $ 102,722.75 $ 146,389.04 856 Cal Recycle Beverage Container Recycling 163,783.66 163,783.66 0.1235% $ 6,485.13 $ 32,875.06 $ 92,592.85 $ 131,953.03 857 Household Hazardous Waste (71,188.18) 0.0000% $ - $ - $ - $ - 858 SB1383 Local Assistance Grant 122,562.71 122,562.71 0.0924% $ 4,852.95 $ 24,601.09 $ 69,289.15 $ 98,743.19 960 Payroll 615,735.49 - 0.0000% $ - $ - $ - $ -
990 Special Deposits 2,714,639.80 - 0.0000% $ - $ - $ - $ - 991 Special Deposits - Bail 1,137.59 - 0.0000% $ - $ - $ - $ - 993 Pension Unfunded Liability (1,801,624.58) - 0.0000% $ - $ - $ - $ - Outstandg Chcks & Deposits as of September 30, 2025 (17,278,903.92) -13.0245% $ (684,170.00) $ (3,468,263.73) $ (9,768,391.29) $ (13,920,825.02) 144,077,417.61 140,089,626.55 100.00% $ 12,678,161.63 $ 26,628,722.40 $ 75,000,000.00 $ 25,782,742.52 $ 140,089,626.55 Non Restricted Restricted
BMO General Account as of September 30, 2025 11,038,430.65 1,639,730.98 BMO Money Market Funds as of September 30, 2025 18,316,432.35 8,312,290.05 LAIF as of September 30,2025 51,588,371.59 23,411,628.41 Multi-Bank Securities Account as of September 30, 2025 25,782,742.52 Negative Balances (G.F Paid) (19,860,543.29)
Total Non-Restricted & Restricted Balances $ 86,865,433.81 $ 33,363,649.45

GENERAL
FUND

QUARTERLY REVIEW
FY2025-2026 QUARTER 1
FISCAL YEAR 25-26 BUDGET
QUARTER 1 END SEPTEMBER 30, 2025
• General Fund Revenues
2.4% decrease in Qtr 1 Compared to Qtr 1 2024-25
17.1% increase in Qtr 1 Compared to Qtr 1 2023-24
• Most significant increases in revenue

1.Business License Tax 88%

2. Transient Lodging Tax 165%
FISCAL YEAR 25-26 BUDGET
QTR 1 END SEPTEMBER 30, 2025 Continued
• GF Expenditures FY 25-26 are trending upward
• Expenditures are 23.92% of the approved budget,
which is higher than 23.36% for Qtr End 9-30-2024
• 2023 was 24.05 %
Increase of 5.35% in Qtr 1 Compared to Qtr 1 ended
9-30-2025. 9-30-2024 increase was 10.97%.

GENERAL FUND REQUIRED CASH BALANCE
FISCAL YEAR 25-26
• Required GF Cash Balance $28,283,395
Average 3 months of operating expenditures
• At September 30, 2025
Cash Balance $86,865,434

GENERAL FUND CASH BALANCE HISTORY
FISCAL YEAR END JUNE 30th
• Unaudited cash balance at FY End 6-30-2025
98,504,609
• Audited cash balance at FY End 6-30-2024
$100,285,574
• Audited cash balance at FY End 6-30-2023
$85,018,951
• Audited cash balance at FY End 6-30-2022
$71,932,991
• Audited cash balance at FY End 6-30-2021
$52,393,986
AGENDA ITEM NO. 19.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Housing
City Manager: Department Head:

SUBJECT:

Renewal of Professional Services Agreements with LDM Associates, Inc. for the administration of the CDBG, HOME and other federally funded grant programs.

RECOMMENDED MOTION:

Staff recommends that the City Council:

1. Approve and renew the fifth year of the Professional Services Agreement with LDM Associates, Inc. (LDM) for the period of one year from 7/1/2025 to 6/30/2026 to provide professional services necessary to administer and implement the CDBG & HOME Investment Partnership and other federally funded grant programs and other approved additional programs.

2. Authorize the City Manager, or designee, to execute, amend, and keep a record of documents necessary to administer the renewed Fiscal Year 2025-2026 Professional Services Agreement with LDM.

3. Authorize the Finance Department to establish a blanket purchase order and all necessary account numbers for LDM Associates, Inc.

DISCUSSION:

The City has partnered with LDM for Community Project Funding, Davis Bacon Labor Compliance Monitoring, Commercial Façade Rehab, Owner -- Occupied Housing Rehabilitation and Rental Rehabilitation Programs. These programs are at various stages and LDM is needed to continue forward progress. Also, these contract services are necessary to ensure that all reporting deadlines and policy requirements are met.

In accordance with the 5-year schedule previously approved by City Council on November 9, 2021, the City and LDM and Associates, Inc. mutually agree to establish a Professional Services Agreement for the fifth year not to exceed twelve (12) months from July 1, 2025, through June 30, 2026.

Staff recommends that the City's agreement with LDM be established and the scope of work, fees and insurance requirements for these services be accepted.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

None
FISCAL IMPACT:

None. Funds are available in the adopted Fiscal Year 2025-2026 budget for this purpose. The Professional Services Agreements with LDM will cost an estimated $177,000 of CDBG and HOME funds with an option for an additional $277,227 in services made allowable through administrative fees as written in the United States Department of Housing and Urban Development (HUD) guidelines. These services do not affect the general fund in any way.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act.

ATTACHMENTS
25-26 Hawthorne -LDM Agreement

PROFESSIONAL SERVICES AGREEMENT
This PROFESSIONAL SERVICES AGREEMENT ("Agreement") is made and entered into this 1
st day of July 2025 ("Effective Date"), by and between THE CITY OF HAWTHORNE, a California municipal corporation ("City"), and LDM ASSOCIATES, INC., a California Corporation ("CONSULTANT"). This agreement is made with reference to the following:

I. Recitals
(i) CITY requested a proposal for professional services with respect to providing CDBG & HOME Investment Partnership Program Consulting Services. (ii) CONSULTANT submitted a proposal for the performance of such services, a full, true and correct copy of which proposal is attached hereto as Exhibit "A" and by this reference made a part hereof.
(iii) CITY desires for CONSULTANT to provide professional services necessary to administer and implement the CDBG &HOME Investment Partnership Programs. (iv) CONSULTANT represents and warrants that it has the qualifications, experience and facilities necessary to properly perform the services required under this AGREEMENT in a thorough, competent and professional manner. CONSULTANT shall at all times faithfully, competently, and to the best of its ability, experience and talent, perform all services described herein. In meeting its obligations under this AGREEMENT, CONSULTANT shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of CONSULTANT under this AGREEMENT.

NOW, THEREFORE, it is agreed by and between CITY and CONSULTANT as follows: II.

Agreement

1. Definitions: The following definitions shall apply to the following terms, except where the context of this AGREEMENT otherwise requires:
(a) Project: Provide CDBG and HOME Investment Partnership Program Consulting Services.
(b) Services: CONSULTANT shall provide professional services for the project as described in Exhibit "A" attached herein.
(c) Duration: The fifth term of this AGREEMENT shall be effective from July 1, 2025 to June 30, 2026.
(d) Completion of Project: CONSULTANT shall complete all tasks as noted in Exhibit "A" for a period as noted in the agreement with a period not to exceed 12 months.

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All work shall be conducted in a manner consistent with the U.S. Department of Housing and Urban Development (HUD) requirements.
(e) Consultant: LDM Associates, 10722 Arrow Route, Suite 822, Rancho Cucamonga, California, 91730.
(f) City: 4455 West 126th Street, Hawthorne, California, 90250.

2. Scope of Services: CONSULTANT agrees as follows:
(a) CONSULTANT shall forthwith undertake and complete the project in accordance with Exhibit "A" hereto and all in accordance with Federal, State and CITY statues, regulations, ordinances and guidelines, all to the reasonable satisfaction of CITY. (b) CONSULTANT shall, at CONSULTANT'S sole cost and expense, secure and hire such other persons as may, in the opinion of CONSULTANT, be necessary to comply with the terms of this Agreement. In the event any such other persons are retained by CONSULTANT; CONSULTANT hereby warrants that such persons shall be fully qualified to perform services required hereunder. CONSULTANT further agrees that no subcontractor shall be retained by CONSULTANT except upon the prior written approval of CITY. (c) The amount of compensation paid by CITY to CONSULTANT for the work identified in Exhibit “A” shall not exceed Four Hundred Fifty-Four Thousand, Two Hundred Dollars ($454,227). No additional compensation shall be paid for any other expenses incurred for tasks identified in Exhibit “A”, unless first approved in writing by the Director of Housing.

3. Compensation, Method of Payment, and Additional Services. (a) CITY shall pay CONSULTANT on an hourly basis for the administration of the CDBG and HOME Investment Partnership Programs. Payment to CONSULTANT, by CITY, shall be made in accordance with the schedule set forth in Exhibit "A" attached hereto. (b) Payments to CONSULTANT shall be made by CITY in accordance with the invoices submitted by CONSULTANT, on a monthly basis, and such invoices shall be paid within thirty (30) days after said invoices are received by CITY. Each invoice shall detail work performed and charges. All charges shall be in accordance with CONSULTANT's proposal either with respect to hourly rates (Exhibit "A").
(c) CITY Requested Additional services: Payments for additional services requested, in writing, by CITY, and not included in CONSULTANT's proposal as set forth in Exhibit "A" hereof, shall be paid on a reimbursement basis in accordance with the fee schedule set forth in said Exhibit "A" or in amounts and manner agreed to by CITY. Charges for additional services shall be invoiced on a monthly basis and shall be paid by CITY within thirty (30) days after said invoices are received by CITY.

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(d) Payment to CONSULTANT for work performed pursuant to this AGREEMENT shall not be deemed to waive any defects in work performed by CONSULTANT.

4. CITY Assistance and Availability of CITY Records:
(a) Information and assistance as set forth in Exhibit "A" hereto. (b) Photographically reproducible copies of maps and other information, if available, which CONSULTANT considers necessary in order to complete the project. project.
(c) Such information as is generally available from CITY files applicable to the (d) Assistance, if necessary, in obtaining information from other governmental agencies and/or private parties. However, it shall be CONSULTANT's responsibility to make all initial contact with respect to the gathering of such information.

5. CONSULTANT's Books and Records:
(a) CONSULTANT shall maintain any and all documents and records demonstrating or relating to CONSULTANT's performance of services pursuant to this AGREEMENT.

CONSULTANT shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, or other documents or records evidencing or relating to work, services, expenditures and disbursements charged to CITY pursuant to this AGREEMENT. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by CONSULTANT pursuant to this AGREEMENT. Any and all such documents or records shall be maintained for five (5) years from the date of execution of this AGREEMENT and to the extent required by laws relating to audits of public agencies and their expenditures.
(b) Any and all records or documents required to be maintained pursuant to this section shall be made available for inspection, audit and copying at any time during regular business hours, upon written request by the CITY OR CITY's designated representative. Copies of such documents or records shall be provided directly to the requesting party for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon. Such documents and records shall be made available at CONSULTANT's address indicated for receipt of notices in this AGREEMENT.

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(c) Where CITY or CONSULTANT has reason to believe that any of the documents or records required to be maintained pursuant to this section may be lost or discarded due to dissolution or termination of CONSULTANT's business, the CITY may, by written request, require that custody of such documents or records be given to the requesting party and that such documents and records be maintained by the requesting party. Access to such documents and records shall be granted to all parties to this AGREEMENT, as well as to their successors-in-interest and authorized representatives.

6. Termination of Agreement: This AGREEMENT may be terminated without cause by CITY upon the giving of a written "Notice of Termination" to CONSULTANT upon thirty (30) days prior written notice or the CONSULTANT may terminate this contract upon thirty (30) days prior written notice. In the event this Agreement is so terminated, CONSULTANT shall be compensated at CONSULTANT's applicable hourly rates as set forth in Exhibit "A", on a prorata basis with respect to the percentage of the project completed as of the date of termination.

In no event, however, shall CONSULTANT receive more than the maximum specified in paragraph 3(a), above. CONSULTANT shall provide to CITY any and all documents, data, studies, surveys, drawings, maps, models, photographs and reports, whether in draft or final form, prepared by CONSULTANT as of the date of termination. CONSULTANT may not terminate this Agreement except for cause.

7. Notices and Designated Representatives: Any and all notices, demands, invoices and written communications between the parties hereto shall be addressed as set forth in this paragraph.

The below named individuals, furthermore, shall be those persons primarily responsible for the performance by the parties under this Agreement:

TO CITY OF HAWTHORNE
Attn: Vontray Norris
4455 West 126th Street,
Hawthorne, CA 90250
TO LDM Associates, Inc.

Attn: Rudy Munoz
10722 Arrow Route, Suite 822
Rancho Cucamonga, CA 91730
Any such notices, demands, invoices and written communications, by mail, shall be deemed to have been received by the addressee forty-eight (48) hours after deposit thereof in the United States mail, postage prepaid and properly addressed as set forth above.

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8. Continuity of Personnel: CONSULTANT shall make every reasonable effort to maintain the stability and continuity of CONSULTANT's staff assigned to perform the services required under this AGREEMENT, CONSULTANT shall notify CITY of any changes in CONSULTANT's staff assigned to perform the services required under this AGREEMENT, prior to any such performance. CITY shall not be responsible for time and costs associated with CONSULTANT's turnover or reassignment of staff.

9. Status of Consultant: The parties hereto agree that CONSULTANT and its employers, officers and agents are independent contractors under this Agreement and shall not be construed for any purpose to be employees of CITY.
(a) CONSULTANT shall have no authority to bind CITY in any manner, nor to incur any obligation, debt or liability of any kind on behalf of or against CITY, whether by contract or otherwise, unless such authority is expressly conferred under this AGREEMENT or is otherwise expressly conferred in writing by CITY.
(b) The personnel performing the services under this AGREEMENT on behalf of CONSULTANT shall at all times be under CONSULTANT's exclusive direction and control.

CITY, nor any elected or appointed boards, officers, officials, employees or agents of CITY shall have control over the conduct of CONSULTANT or any of CONSULTANT's officers, employees or agents, except as set forth in this AGREEMENT. CONSULTANT shall not at any time or in any manner represent that CONSULTANT or any of CONSULTANT's officers, employees or agents are in any manner officials, officers, employees or agents of CITY. (c) The CONSULTANT or any o f CONSULTANT's officers, employees or agents, shall not obtain any rights to retirement, health care or any other benefits which may otherwise accrue to CITY employees. CONSULTANT expressly waives any claim CONSULTANT may have to any such rights.

10. Compliance with Applicable Laws; Permits and Licenses:
(a) CONSULTANT shall keep itself informed of and comply with all applicable federal, state, and local statues, codes, ordinances, regulations and rules in effect during the term of this AGREEMENT including but not limited to:
i. Prohibition against discrimination on the basis of age [Age Discriminations Act of 1975] or with respect to an otherwise qualified handicapped individual [Rehabilitation Act of 1973, Section 504].
ii. Provisions that provide opportunities for training low- and moderate income persons residing within the community where the project is located and contracts awarded to local businesses therein, to the greatest extent feasible [Section 3 of the Housing and Urban Development Act of 1968].
(b) CONSULTANT shall obtain any and all licenses and authorizations necessary to perform the services set forth in this AGREEMENT. (c) CONSULTANT shall comply with all applicable standards and regulations related to debarment and suspension in accordance with the OMG guidelines at 2 CFR 180.

11. Non-discrimination: CONSULTANT shall not discriminate, in any way, against any Professional Service Agreement
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person on the basis of race, color, religious creed, national origin, ancestry, sex, age, physical handicap, medical condition or marital status in connection with or related to the performance of this AGREEMENT.

12. Unauthorized Aliens: CONSULTANT hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act. 8 U.S.C.A. 1101. et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein.

Should CONSULTANT so employ such unauthorized aliens for the performance of work and/or services covered by this AGREEMENT, and should any liability or sanctions be imposed against CITY for ·such use of unauthorized aliens, CONSULTANT hereby agrees to and shall reimburse CITY for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorney's fees, incurred by CITY in connection therewith.

13. Conflict of Interest:
(a) CONSULTANT represents that neither it nor any of its officers or principles of its firm has been retained, employed or compensated by any other interested party, or done any act, in such a manner so as to constitute a conflict of interest with respect to the consultant's duties under the agreement with the CITY. CONSULTANT covenants that neither it, nor any officer or principal of its fi1m has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of CITY or which would in any way hinder CONSULTANT's performance of services under this AGREEMENT. CONSULTANT further covenants that in the performance of this AGREEMENT, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor, expect as provided for by this Section. At all times, CONSULTANT agrees to avoid conflicts of interest, or the appearance of any conflicts of interest, with the interests of CITY in the performance of this AGREEMENT.
(b) The CITY may waive at its discretion any conflict or potential conflict of interest in writing, provided the consultant has made a full written disclosure of all facts regarding or pertaining to the conflict. Provided further that the conflict affects a third party, the consultant must provide to the CITY a written waiver of the conflict from the affected party.

14. Confidential Information; Release of Information: All information gained or work product produced by CONSULTANT in performance of this AGREEMENT shall be considered confidential, unless information is in the public domain or already known to CONSULTANT.

CONSULTANT shall not release or disclose any such information or work product to persons or entities other than CITY without prior written authorization from the CITY, except as may be required by law.

15. Authority to Execute: The person or persons executing this AGREEMENT on behalf of CONSULTANT represents and warrants that he/she/they has/have the authority to so execute this AGREEMENT and to bind CONSULTANT to the performance of its obligations hereunder.

16. Binding Effect: This AGREEMENT shall be binding upon the heirs, executors, administrators, successors and assigns of the parties.

17. Modification of Agreement: No amendment to or modification of this AGREEMENT shall be valid unless made in writing and approved by the CONSULTANT and by the CITY.

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The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.

18. Waiver: Waiver by any party to this AGREEMENT of any term, condition, or covenant of this AGREEMENT shall not constitute a waiver of any other term, condition, or covenant.

Waiver by any party of any breach of the provisions of this AGREEMENT shall not constitute a waiver of any other provision, nor a waiver of any subsequent breach or violation of any provision of this AGREEMENT. Acceptance by CITY of any work or services by CONSULTANT shall not constitute a waiver of any of the provisions of this AGREEMENT.

19. Law to Govern; Venue: This AGREEMENT shall be interpreted, construed and governed according to the laws of the State of California. In the event of litigation between the parties, venue in state trial courts shall lie exclusively in the County of Los Angeles.

20. Attorneys Fees, Costs and Expenses: In the event litigation or other proceeding is required to enforce or interpret any provision of this AGREEMENT, the prevailing party in such litigation or other proceeding shall be entitled to an award of reasonable attorney's fees, costs and expenses, in addition to any other relief to which it may be entitled.

21. Entire Agreement: This AGREEMENT, including the attached EXHIBITS "A", is the entire, complete, final and exclusive expression of the parties with respect to the matters addressed therein and supersedes all other agreements or understandings, whether oral or written, or entered into between CONSULTANT and CITY prior to the execution of this AGREEMENT. No statements, representations or other agreements, whether oral or written, made by any party which are not embodied herein shall be valid and binding. No amendment to this AGREEMENT shall be valid and binding unless in writing duly executed by the parties or their authorized representatives.

22. Severability: If a term, condition or covenant of this AGREEMENT is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this AGREEMENT shall not be affected thereby and the AGREEMENT shall be read and construed without the invalid, void or unenforceable provision(s).

23. Insurance: During the term of this AGREEMENT, CONSULTANT shall, at its own expense, secure and maintain the following types of insurance issued by companies which are admitted and authorized to do business in California as insurance carriers, in amounts, form and content satisfactory to CITY. CONSULTANT shall cause CITY, its officials and employees to be named on all liability policies described below as additional insured. CONSULTANT shall furnish certificates of Insurance evidencing the required coverage. If CONSULTANT fails to maintain insurance at any time as required under this AGREEMENT, CITY may obtain such insurance in the CONSULTANT’s name or as agent of CONSULTANT and shall be compensated by CONSULTANT for the cost of the insurance premiums at the maximum rate permitted by law computed from the date written notice is received that the premiums have been paid.
a) CONSULTANT shall maintain Comprehensive General Liability insurance, with Professional Service Agreement
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minimum limits of liability of $1,000,000 for each occurrence and $2,000,000 in the aggregate, combined single limit coverage, against any personal injury, death, loss or damage resulting from the wrongful or negligent acts or omissions by the named insured. b) CONSULTANT shall also maintain in-force Professional Liability Insurance (and/or Errors & Omissions Insurance) with minimum limits of liability of $1,000,000 combined single limit coverage against an injury, death, loss or damages because of wrongful or negligent acts or omissions by the named insured.
c) CONSULTANT represents to CITY that CONSULTANT owns, operates or utilizes one or more personal vehicles and that the nature of the consulting services to be accomplished under this AGREEMENT does not require use of any such vehicle for other than CONSULTANT’S personal transportation only (with no passengers, hazardous materials or valuables greater than $5,000).

24. Indemnification. CONSULTANT shall indemnify, defend, save and hold harmless, to the maximum extent permitted by law, CITY and its elected officials, officers, agents, employees and representatives, from and against any liability, claims, suits, actions, proceedings, judgments, losses, liens, damages, injuries (whether in contract or in tort), costs or expenses, which in whole or in part arise out of, pertain to, or relate to negligence, recklessness, or willful misconduct of CONSULTANT or other parties acting for them in the execution of the services enumerated in the Agreement. Said hold harmless assumption by CONSULTANT shall include all reasonable costs necessary to defend a lawsuit including attorney fees, investigators, filing fees, transcripts, court reporters and other reasonable costs of investigation and defense.

CONSULTANT:

By: ___________________________________________
Title: Rudy Munoz, Senior Executive Vice President
Date:

CITY:

By: ___________________________________________
Title: Vontray Norris, City Manager
Date:

Exhibit "A"

SCOPE OF SERVICES (PY)
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CDBG Program Planning and Administration Budget Proposal (Annual Cost) LDM shall perform the CDBG Program Planning and Administration Services for a not-to-exceed contract price of $113,000. The CDBG proposed budget listed is inclusive of the preparation of the HUD required annual reports which include the Action Plan and Consolidated Annual Performance Report (CAPER). Each of these documents will be billed on a Lump-sum basis of $7,000 each.

Davis-Bacon Labor Compliance Budget Proposal (Specified Task Costs - Activity Delivery Costs) LDM shall perform the Davis-Bacon labor compliance monitoring for one capital improvement project per program year not to exceed the contract price of $19,000. Budgeted funds not billed in the program may require that they be carried over where projects extend beyond one program year to cover the costs to finalize the labor compliance monitoring for the project. For FY 2025-2026 the budgeted carried over budgeted funds is $5,488.

Housing/Commercial Rehab Budget Proposal (Specified Task Costs-Activity Delivery Costs) LDM shall perform the Housing and Commercial Rehab Program administration for a not-to-exceed contract price of $200,000.

HOME PROGRAMS
LDM shall perform the overall HOME grant funded scope of services comprised of the following tasks and costs:

HOME Program Planning and Administration Budget Proposal (Annual Cost) LDM shall perform the HOME Program Planning and Administration Services for a not-to-exceed contract price of $39,000.

CHDO Project Budget Proposal
Should the City fund a Community Housing development Organization (CHDO) project during the program year, LDM shall perform the CHDO project administration services for not-to-exceed contract price of $35,000.

AMERICAN RESCUE PLAN, and Community Project Funding
LDM shall provide the City with technical assistance for the administration and implementation of the American Rescue Plan (ARP) funds and Community Project Funding Grant Guide (CPF) funds, comprised of the following:

American Rescue Plan Program Funds Budget Proposal
LDM shall perform the program technical assistance services for not-to-exceed contract price of $25,000. The costs include, but is not limited to, the preparation of program guidelines and related implementation forms; providing capacity building/training of staff on the requirements and implementation of the funding source to comply with funding regulations; and prepare any HUD required reports and Action Plan Amendments.

Community Project Funding (“CPF”)
LDM shall perform the CPF Program Planning and Administration Services for a not-to-exceed contract price of $20,938 (carried over budgeted funds), including: Assist the City with assembling and submitting to HUD all information necessary to enter into a grant agreement, including a completed project narrative, line-item project budget, and required forms before the December 31, 2022 deadline established in the FY2022 Community Project Funding Grant Guide (“CPF Grant Guide"), Prepare required National Environmental Policy Act (NEPA) reviews, Incorporate language into project documents as required to comply with the requirements of the Build America, Buy America (BABA) Act, Assist Professional Service Agreement
CDBG & HOME Programs Consulting Services
City of Hawthorne I LDM Assoc. Inc.

Page 10 of 12 ends

the City to comply with the requirements of 2 CFR Part 200 applicable to the CPF award, including suspension and debarment, financial management, program income, record retention and access, cost principles, and audit requirements, Monitor contractor compliance with the Davis-Bacon and Related Acts, Minority and Women-owned Business, and Section 3 requirements, Prepare and facilitate submission of all required CPF reports.

Professional Service Agreement
CDBG & HOME Programs Consulting Services
City of Hawthorne I LDM Assoc. Inc.

Page 11 of 12 ends

COST ESTIMATE
(PY)
Program Title/Description Not to Exceed
Annual Program
CDBG Program Planning and Administration:

Perform the CDBG Program Planning and Administration Services, inclusive of the preparation of the Action Plan and Consolidated Annual Performance Report (CAPER), billed on a Lump-sum basis of $7,000 each.
$113,000.00
HOME Administration:

Implementation of the day-to-day HOME program functions. $39,000.00 American Rescue Plan – HOME-ARP Technical Assistance:

Perform technical assistance services including: preparation of program guidelines and related implementation forms; providing capacity building/training of staff on the requirements and implementation of the funding source to comply with funding regulations; and prepare HUD required reports and Action Plan Amendments. $25,000.00
Sub Total: $177,000.00
Optional Tasks: Should City Implement Activity/Program
Community Project Funding – Technical Assistance:

Perform the CPF Program Planning and Administration Services for a not-toexceed contract price of $50,000. Funds not billed in program year to be carried over where projects extend beyond one program year.
$20,938.00
Davis Bacon Labor Compliance Monitoring:

Perform the Davis-Bacon labor compliance monitoring for one capital improvement project per program year. Funds not billed in program year to be carried over where projects extend beyond one program year. $5,488.00
Owner-Occupied Housing Rehabilitation:

Perform the Housing Rehab Program administration for approximately 10 projects (approximately 4 major and 6 minor). Funds not billed in previous program year to be carried over where projects extend beyond one program year. $200,000.00
Commercial Rehabilitation:

Perform the Commercial Façade Improvement Program administration for 1 CFP project.
$35,000.00
Rental Rehabilitation Program:

Perform the Rental Rehabilitation Program administration services for approximately 18 housing units. Funds not billed in previous program year to be carried over where projects extend beyond one program year. $15,801.00
Sub Total: $277,22700
Total $454,227.00

RATE SCHEDULE
Schedule Of Hourly Billing Rates
Rates effective as of July 1, 2021
Title
PY
2021-2022
PY
2022-2023
PY
2023-2024
PY
2024-2025
PY
2025-2026
President/Senior Vice President $121.00 $124.50 $128.00 $131.00 $134.00 Vice President $116.00 $119.00 $122.00 $125.00 $128.00
Director $111.00 $114.00 $117.00 $120.00 $123.00
Manager $105.50 $108.50 $111.50 $114.50 $117.50
Senior Associate $100.00 $102.50 $105.50 $108.00 $111.00 Associate $90.00 $92.50 $95.00 $97.50 $100.00
Senior Analyst $74.00 $76.00 $78.00 $80.00 $82.00
Program Analyst $69.00 $71.00 $73.00 $75.00 $77.00
Secretary $48.00 $49.50 $51.00 $52.50 $54.00

REIMBURSABLE ITEMS
Project Supplies At Cost plus 10% surcharge (when applicable) Prints/Reproductions At Cost plus 10% surcharge (when applicable) Postage and Delivery At Cost plus 10% surcharge (when applicable) Property Profile Requests $25.00 each
Policy of Insurance Record Title (PIRT) At Cost plus 10% surcharge Recordation of Required Loan Documents
and Notice of Completion
At Cost plus 10% surcharge
Neighborly Subscription Fee At Cost
AGENDA ITEM NO. 20.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Public Works
City Manager: Department Head:

SUBJECT:

Progress Payment #2 in the amount of $119,415.52 due to Chapman Coast Roof Co., Inc. of Fullerton, CA for Hawthorne Police Department Roof Replacement Project (Project #25-09) RECOMMENDED MOTION:

Staff recommends that the City Council approve this Progress Payment #2 for Chapman Coast Roof Co.

Inc. of Fullerton, CA.

DISCUSSION:

This project consisted of the installation of specified roof replacement system, plus all other aspects of the project as specified, including warranty and service agreement, for Hawthorne Police Department with an estimated square footage of 27,940 square feet.

This progress payment includes removal of existing roofing material and installation of waterproofing and new roofing. The construction of the roof is approximately sixty-three percent (63%) complete with some detail work still remaining.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

This project is a result of the City working closely with funding and regulatory agencies to support and improve our infrastructure. City departments shall continue to work cooperatively to ensure that improvements to infrastructure are kept apace of wear and tear.

FISCAL IMPACT:

None. Funds for this progress payment in amount of $119,415.52 is available in the adopted Fiscal Year 2025-2026 budget and will be paid through issuance of the 2024 Lease Revenue Bonds (the "2024 Bonds") and allocated funds from the 2025-2026 budget.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act

ATTACHMENTS
Progress Payment #2

AGENDA ITEM NO. 21.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: City Manager
City Manager: Department Head:

SUBJECT:

Pollution Liability Insurance -- 3136 Rosecrans Avenue (Beazley ECLIPSE, Enviro Covered Location) RECOMMENDED MOTION:

Staff recommends that the City Council authorize the City Manager to execute a policy for the Pollution Liability Insurance at 3136 Rosecrans Avenue.

DISCUSSION:

The City recently acquired the property located at 3136 Rosecrans Avenue. To mitigate potential environmental risks associated with unknown or pre-existing contamination, the City sought Pollution Liability Insurance. Such coverage protects the City from financial losses due to pollution-related incidents, including cleanup costs, third-party claims, or legal liabilities. Pollution Liability Insurance ensures protection against environmental contamination at City properties. Despite thorough due diligence during the acquisition process, unknown or pre-existing pollution conditions may still exist.

Approval of this policy provides financial protection for incidents such as spills, leaks, or contamination discovered after purchase and safeguards City assets by limiting exposure to large, unexpected costs.

Policy Terms:

Each Pollution Condition Limit: $20,000,000
Aggregate Limit for the Policy Period: $20,000,000
Each Pollution Condition Deductible: $100,000
Revised Premium: $174,465
Policy Term: 10 years
Staff recommends that the City Council receive and file this update and authorize the City Manager to execute the Pollution Liability Insurance Policy.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

N/A
FISCAL IMPACT:

A premium of $174,465 will be paid from the City's general budget.

NOTICING PROCEDURE:

In accordance with the California Brown Act (Government Code §54950 et seq.), notice of this meeting and the accompanying agenda were posted at least 72 hours in advance in a publicly accessible location.

AGENDA ITEM NO. 22.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: City Manager
City Manager: Department Head:

SUBJECT:

Approval of Agreement with Tripepi Smith to provide General Communication Support Services RECOMMENDED MOTION:

Staff recommends that the City Council approve the agreement with Tripepi Smith to provide General Communication Support Services for the calendar year 2026.

DISCUSSION:

Staff recommends that the City Council approve the amended agreement with Tripepi Smith to continue providing strategic communications support for the City of Hawthorne. Tripepi Smith has extensive experience working with over 200 local government agencies, primarily in California, and has a deep understanding of the unique dynamics of local communities. Their track record demonstrates successful initiatives that have delivered tangible and impactful results. With a team of over 65 communications experts, Tripepi Smith offers the right balance of capacity and agility to support the City's goals. Their expertise spans various skill sets, including graphic design, videography, writing, and social media management. Each team member is actively engaged in local government communications, ensuring the delivery of impactful, localized messaging across multiple platforms. By partnering with Tripepi Smith, the City of Hawthorne will benefit from a single, comprehensive communications provider, ensuring consistency and efficiency in our outreach efforts.

Sharing a few highlights of our partnership with Tripepi & Smith, we've noted notable growth across social platforms. The city's social accounts gained approximately 3,167 net followers across Facebook, Instagram, X, and LinkedIn, bringing the total number of followers to approximately 13,921 across all platforms.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

Establish partnerships with entities that can contribute to achieving City goals and objectives.

FISCAL IMPACT:

Not to exceed $40,000
NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act

ATTACHMENTS
von

GENERAL COMMUNICATION

SUPPORT SERVICES
City of Hawthorne
November 13, 2025
By: Ryder Todd Smith
Co-founder & Principal
Tripepi Smith & Associates
Single Source Communications
Tripepi Smith & Associates 2
Table of Contents
COVER LETTER................................................................................3 PROJECT UNDERSTANDING..........................................................4 COST PROPOSAL ............................................................................5 Single Source Communications
Tripepi Smith & Associates 3

COVER LETTER
Thank you for the opportunity to present Tripepi Smith’s proposal to continue providing communication services for the City of Hawthorne. This proposal includes all requested materials — our understanding of your needs, our approach, cost structure, and additional supporting information.

Tripepi Smith brings a deep understanding of local government communications, with more than 200 public agencies across California and beyond trusting us to help share their stories and strengthen community engagement. Our work consistently delivers measurable, meaningful results that build public trust and civic pride.

Our 80+ member team offers the best of both worlds — large enough to provide a wide range of expertise, yet agile enough to be highly responsive. With specialists in graphic design, videography, writing, social media, and strategic communications, we assign the right experts to every task, ensuring efficient, cost-effective execution. Every member of our team is immersed in the world of local government, enabling us to craft authentic, localized stories across all media — all through a single, integrated partner.

Telling a city’s story takes consistency, creativity, and a commitment to understanding its community.

Tripepi Smith is proud to bring all three to the table. We look forward to continuing our partnership with the City of Hawthorne and advancing your communication goals together.

Thank you for your time and consideration.

Regards,
Ryder Todd Smith
Co-Founder & President, Tripepi Smith & Associates, Inc.

[email protected] • (626) 536-2173 • PO Box 52152, Irvine, CA 92619 Single Source Communications
Tripepi Smith & Associates 4

PROJECT UNDERSTANDING
Prospect Needs
The City of Hawthorne is seeking a partner in reaching and engaging its community on general communication and outreach. Additionally, the City of Hawthorne is interested in having access to ondemand support for last-minute or unexpected services.

We will accomplish these goals through:
• Bi-monthly check in calls with ongoing project management • Monthly Press Releases
• Monthly metrics
• Ad Hoc Budget for as-needed items
Tripepi Smith’s Approach
Project Management
Tripepi Smith begins all engagements with a kickoff meeting with the client to: introduce personnel to one another, define Key Performance Indicators (metrics, goals and timelines); review project management processes; and ensure each stakeholder has a full understanding of their responsibilities.

Tripepi Smith primarily uses the following tools to manage projects:
• Google Workspace for email, creating real-time collaborative documents and instant messaging • Zoom or Google Meet for conference calls
• Sprout Social for social media management: posting and monitoring comments/messages • Meltwater for media intelligence and media relations
• Kantata for project/task management, internal project status updates and time entry These tools enable project managers to quickly determine a project’s budget status, review the schedule of tasks, send rapid notifications to the whole team if issues arise and, generally, sustain momentum on our efforts.

Single Source Communications
Tripepi Smith & Associates 5

COST PROPOSAL
The retainer proposal below outlines the monthly deliverables as well as a suggested ad hoc budget for unexpected needs that may arise.

Retainer
Service/Deliverable Scope
Check in Calls Bi-monthly calls at 30 minutes each. Supported by Principal, Business Analyst and Junior Business Analyst
Project Management Follow up on action items and coordination with City staff Metrics Reporting Monthly Metrics Report covering all social media platforms Press Releases 2 press releases monthly
Grand Total $3,300
Single Source Communications
Tripepi Smith & Associates 6
As-Needed Services
Tripepi Smith will apply the following standard hourly rates and related fees for any authorized asneeded (Time & Materials) work. Such work must be clearly authorized in writing before proceeding. 2025-26 Hourly Rates Standard Reduced Retainer
Principal $380 $315
Director $265 $225
Art/Creative Director $265 $225
Senior Business Analyst $205 $180
Business Analyst $150 $125
Junior Business Analyst $115 $100
Senior Videographer/Animator $205 $175
Senior Photographer $175 $150
Videographer/Photographer $140 $120
Junior Videographer/Photographer $115 $100
Senior Graphic Designer $195 $165
Graphic Designer $140 $100
Junior Graphic Designer $115 $100
Web Developer $210 $185
Junior Web Developer $115 $100
Drone Operator $205 $180
Council Chamber A/V Operator $115 $100
Invoicing & Payment Terms
At Tripepi Smith, we bill on either a Retainer, Fixed Fee or Time & Materials basis, with each billing type following its own payment schedule. Regardless, terms are Net 30 days. • Fixed Fee work is billed upon defined milestones.
• Time & Materials work is billed in 15-minute increments (i.e. 4.0, 1.25, 6.5 or 0.75 hours) at the end of the month in which work is done.
• Retainer work is billed on the 15th of each month.

Single Source Communications
Tripepi Smith & Associates 7
Other Cost Information
Tripepi Smith has related service fees that may come up during our engagement that we want to tell you about.

Annual Increase
Tripepi Smith will increase the hourly rates and retainer fees for all resources by 5% or the national CPI index–whichever is higher–each year on the anniversary of the contract, starting on the first anniversary of any contract when the contract duration is longer than one year. Otherwise, new rates will be negotiated with each new contract.

Retainer Discount
When a client’s retainer exceeds $7,500 per month, they gain access to our reduced retainer rates.

Travel Costs
Travel costs must be pre-authorized and then will be reimbursed by the client for any requested travel to complete a requested scope of work. Travel costs may include airfare, lodging, car rentals and gas.

Additionally, when client work requires that we be onsite, we will invoice for a resource’s travel time at 50% of the resource’s hourly rate.

Equipment Costs
Tripepi Smith offers some services that require equipment, such as drone operations and video production. As such, in those cases, the following rates apply:

Half Day (Under 4 Hours) Full Day (4+ Hours)
Video $450 $650
Drone $550 – Flat Fee
Music and Video Licensing
Sometimes, the client will want Tripepi Smith to apply music or use stock imagery/video while producing video. In these cases, we will need to apply licensing fees of approximately $100 per song and $200 if we use stock video imagery. This will provide a license for the use of the music and video footage to Tripepi Smith and its clients.

Service Fees
Tripepi Smith prefers that clients pay service providers directly to avoid unnecessary administrative costs. You should also know, however, that we have no economic interest in service providers, unless otherwise specified in this proposal.

If a client asks Tripepi Smith to pay for a service provider bill, we will apply a 10% agency fee to the reimbursement expense. Typical service fees include, but are not limited to: print, mailing, digital advertising, media placements, voiceovers, translations and closed captions.

Single Source Communications
Tripepi Smith & Associates 8
Exclusive Access
Tripepi Smith has access to entities that may be relevant to our engagement. These partnerships allow Tripepi Smith to offer clients extra media reach or additional services at partner pricing.

Local Information Network of Knowledge (LINK): www.LocalInfoNetwork.com – A community forum for local government professionals in California to discover and share resources, policies, sample work products, best practices and more.

PublicCEO: www.PublicCEO.com – Digital news about public affairs, reaching over 17,500 California government executives through a daily podcast, job board, video podcast and more.

Civic Business Journal: www.CivicBusinessJournal.com – Digital interest stories on the people, companies and solutions that make local government in California more effective.

FlashVote: www.FlashVote.com – Statistically valid surveying that helps leaders make decisions. • Disclaimer: Tripepi Smith President Ryder Todd Smith is an investor in FlashVote.

Tripepi Smith Talent Solutions: www.TSTalentSolutions.com – A multifaceted recruitment consultancy service, combining local government access with communications to advance talent quests and build culture warriors.

Meltwater: www.TripepiSmith.com/Media-Intelligence – An enterprise-class, comprehensive media monitoring solution that is best combined with Tripepi Smith’s analytics team.

AGENDA ITEM NO. 23.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Police Department
City Manager: Department Head:

SUBJECT:

Agreement between the City of Hawthorne and the Riverside County Sheriff's Department to provide overtime funding for after-hours or weekend investigations and/ or enforcement. The Hawthorne Police Department was awarded $200,000 to be used for narcotics enforcement, which has been adopted into this year's budget (25-26).

RECOMMENDED MOTION:

Staff recommends that the City Council approve the Agreement for fiscal year 2024 Operation Stone Garden (OPSG), and authorize the Chief of Police or his designee to enter into and execute the Agreement.

DISCUSSION:

The Hawthorne Police Department became aware of the Operation Stone Garden (OPSG) grant program in March 2023. The program provides overtime funding for the participation in investigations/ enforcement actions against the Drug Tafficking Organizations (DTO) that facilitate the trafficking of narcotics from the southern border to the greater Los Angeles area.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

Goal 1: Create an economic development plan for the City.

FISCAL IMPACT:

None.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act.

ATTACHMENTS
2024 OPSG MOA

This Agreement is executed and delivered within the State of California and the rights and obligations of the PARTIES hereto shall be construed and enforced in accordance with, and governed by, the laws of the State of California.

IN WI'INESS WHEREOF, the PARTIES hereto approve and agree to the terms of this Agreement, such Agreement being effective April 10, 2025, unless otherwise specified.

RIVERSIDE COUNTY

SHERIFF'S OFFICE
Approved as to form and legality:

Minh C. Tran

OFFICE OF THE COUNTY COUNSEL

COUNTY OF RIVERSIDE
Chad Bianco
Sheriff-Coroner

COSTA MESA POLICE

DEPARTMENT
Joyce Lapointe
Interim Chief

HUNTINGTON BEACH

POLICE DEPARTMENT
Amrit P. Dhillon
Deputy County Counsel

HAWTHORNE POLICE DEPARTMENT
Gary Tomatani
Chief

LA HABRA POLICE DEPARTMENT
Eric G. Parra
Chief

LOS ANGELES IMPACT
Adam Foster
Chief

NEWPORT BEACH POLICE

DEPARTMENT
Michael Burke
Executive Director

SEAL BEACH POLICE

DEPARTMENT
Dave Miner
Chief

LOS ANGELES COUNTY

SHERIFF'S DEPARTMENT
Michael Henderson
Chief
Robert G. Luna
Sheriff
15 This Agreement is executed and delivered within the State of California and the rights and obligations of the PARTIES hereto shall be construed and enforced in accordance with, and governed by, the laws ofthe State ofCalifornia.

IN WITNESS WHEREOF, the PARTIES hereto approve and agree to the terms of this Agreement, such Agreement being effective April 10, 2025, unless otherwise specified.

Approved as to form and legality:

RIVERSIDE COUNTY Minh C. Tran

SHERIFF' S OFFICE OFFICE OF THE COUNTY COUNSEL

COUNTY OF RIVERSIDE
Chad Bianco Amrit P. Dhillon
Sheriff-Coroner Deputy County Counsel

COSTA MESA POLICE HAWTHORNE POLICE DEPARTMENT

DEPARTMENT
Ronald Lawrence Gary Tomatani
Chief Chief

HUNTINGTON BEACH POLICE LA HABRA POLICE DEPARTMENT

DEPARTMENT
Eric G. Parra Adam Foster
Chief Chief

LOS ANGELES IMPACT NEWPORT BEACH POLICE

DEPARTMENT
Michael Burke Dave Miner
Executive Director Chief

S L BEACH POLIC LOS ANGELES COUNTY

D ARTMEN SHERIFF' S DEPARTMENT
Michael Henderson Robert G. Luna
Chief Sheriff
15 This Agreement isexecuted and delivered within the State ofCalifornia and the rights and obligations ofthe PARTIES hereto shall be construed and enforced in accordance with, and governed by, the laws ofthe State ofCalifornia.

IN WITNESS WHEREOF, the PARTIES hereto approve and agreeto the terms of this Agreement, such Agreement being effective April 10, 2025, unless otherwise specified.

RIVERSIDE COUNTY

SHERIFF'S OFFICE
Chad Bianco
Sheriff-Coroner

COSTA MESA POLICE

DEPARTMENT
Ronald Lawrence
Chief

HUNTINGTON BEACH POLICE

DEPARTMENT
Eric 0. Parra
Chief

LOS ANGELES IMPACT
Michael Burke
Executive Director

SEAL BEACH POLICE

DEPARTMENT
Michael Henderson
Chief
15 Approved as to form and legality:

Minh C. Tran

OFFICE OF THE COUNTY COUNSEL

COUNTY OF RIVERSIDE
Amrit P. Dhillon
Deputy County Counsel

HAWTHORNE POLICE DEPARTMENT
Gary Tomatani
Chief

LA HABRA POLICE DEPARTMENT
Adam E&sfer
Chief

NEWPORT BEACH POLICE

DEPARTMENT
Dave Miner
Chief

LOS ANGELES COUNTY

SHERIFF'S DEPARTMENT
Robert 0. Luna
Sheriff

EXHIBIT A
FY 2024 OPERATION STONEGARDEN

RIVERSIDE COUNTY SHERIFF'S OFFICE - SUB-RECIPIENT

SUMMARY

A B C D E F G H I
AGENCY NAME Operational OT Fringe Benefits Vehicle/Vessel Maint Equip Maint New/Replace Equip Fuel Costs Mileage Flight Costs M&A TOTAL Riverside County Sheriff's Department $ 256,169 $ 17,291 $ - $ - $ - $ - $ 28,140 $ - $ 135,062 $ 436,662 Costa Mesa Police Department $ 91,860 $ - $ - $ - $ 50,000 $ - $ 28,140 $ - $ - $ 170,000 Hawthorne Police Department $ 188,188 $ - $ - $ - $ - $ - $ - $ 11,812 $ - $ 200,000 Huntington Beach Police Department $ 164,692 $ 2,388 $ 1,780 $ - $ 32,000 $ - $ - $ 31,140 $ - $ 232,000 La Habra Police Department $ 63,466 $ 7,406 $ - $ 2,520 $ 96,000 $ - $ 1,608 $ - $ - $ 171,000 LA IMPACT $ 205,000 $ - $ - $ - $ - $ - $ - $ 45,000 $ - $ 250,000 Los Angeles County Sheriff's Department $ 800,000 $ - $ - $ - $ 120,000 $ - $ - $ - $ - $ 920,000 Newport Beach Police Department $ 100,000 $ 1,580 $ - $ - $ 70,000 $ - $ - $ - $ - $ 171,580 Seal Beach Police Department $ 143,101 $ 2,075 $ - $ - $ - $ - $ 4,824 $ - $ - $ 150,000 Grand Total Riverside County Region $ 2,012,476 $ 30,740 $ 1,780 $ 2,520 $ 368,000 $ - $ 62,712 $ 87,952 $ 135,062 $ 2,701,242 Budget Narrative Category
AGENDA ITEM NO. 24.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Police Department
City Manager: Department Head:

SUBJECT:

Approval of a Purchase Order for the Amount of $26,325 for the purchase of a Mobile Surveillance Trailer from Wanco.

RECOMMENDED MOTION:

Staff recommends that the City Council authorize the Chief of Police to Proceed with the purchase order and purchase a Mobile Surveillance Trailer from Wanco.

DISCUSSION:

UASI program funds address the unique planning, organization, equipment, training, and exercise needs of high threat, high density urban areas, and assists them in building an enhanced and sustainable capacity to prevent, protect against, mitigate, respond to, and recover from acts of terrorism.

The UASI grants are administered by the Los Angeles Mayor's office, who recently called for project proposals for grant year 2024. This 2024 UASI grant will provide $117,640 in funding for the purchase of automated license plate reader (ALPR) equipment, and a mobile camera trailer. The vendor, Vigilant Solutions, is a provider of equipment for our current ALPR network within the City, utilized by the Police Department. Expanding the existing network will increase the level of safety for the community and City staff. The system allows information to be provided to officers in the field, in real time, that they might otherwise be unaware of, as well as provides investigators with possible additional investigative leads to identify a suspect of a crime.

UASI 2024 was previously approved by Council under Resolution No. 8557. Since that approval, the vendor has increased its pricing, citing tariffs and inflationary impacts as the basis for the adjustment.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

N/A
FISCAL IMPACT:

None. The additional amount of $26,325 is available and will be paid with Asset Forfeiture funds.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act.

ATTACHMENTS
2025-11-10-CA Hawtorne-2xDieselPVS-SQ114316567
2025-12-01-CA Hawthorne-2xDieselPVS - SQ114316567
PO 3121_Wanco Inc.

Resolution 8573

5870 Tennyson St, Arvada, CO 80003
Phone 303-427-5700 | www.wanco.com
Quote
Tim Paulino
For assistance please call or email
+14702339831 | [email protected]
Shipping Instructions Lead Time 16 Weeks ARO Quote # SQ114316567 Client MUST have loading dock or forklift with
8’ forks in order to offload equipment.

Terms Net 30 Date 11/10/2025
Expiration 11/24/2025
Customer Information Ship To Information
Hawthorne City Of CA
Josh Armstrong
[email protected]
Hawthorne City Of CA
4455 W 126th St
Hawthorne, CA 90250
Notes
Freight cost TBD if zero.

Part # Description Qty Price Total
Wanco Diesel PVS (Kubota Engine):

INCLUDES: COMPACT BODY TRAILER, DUAL

ELECTRIC WINCH DELUXE TOWER, EQUIPMENT BOX,
SWITCH PANEL WITH LVD AND FAN CONTROLLER, 2-
SEALED AGM BATTERIES & 45A CHARGER, AUTO
START KUBOTA DIESEL ENGINE W/30 GAL TANK,
START BAT & 15A CHARGER, AXLE LOCK BAR,
COMBO 2-1/2" PINTLE & 2" BALL HITCH. NO

CAMERAS, NO MONITOR, NO DVR, NO
COMMUNICATIONS, NO OPTIONS. INCLUDES THE
DELUXE 30 FT TOWER,
Upgraded MULTIHEAD MOUNT w/fan FOR 4 NPT STYLE

CONNECTORS,
Cables:
5X CAT6 Shielded to top
1X CAT6 Shielded to Mid height
1 two wire power to Mid height
Wanco install cradlepoint (supplied by Agency) - no
antenna
Wanco install Axis POE Switch, IO Module & Power
Supply (supplied by Agency)
Cradlepoint & switch installed in top multi-head
2 $52,500.00 $105,000.00
Product Subtotal $105,000.00
Options Subtotal $0.00
Sales Tax $0.00
Freight $1,500.00
SQ114316567: Page 1
Total $106,500.00
To ensure prompt processing of your accepted quotation, please sign below and return this form to [email protected] Print Name: Date:

Signature: PO #:

Please add any applicable sales tax. All terms are based on approved credit.

For equipment shipping from the factory, the shipping address must have a forklift and forklift operator, or loading dock. Additional fees may apply if location cannot unload equipment. Dealer to perform safety check on all equipment upon delivery, which may include tire inflation, drawbar connection, and connecting tail lights. Equipment will ship on open flatbed commercial truck and may need to be washed on arrival.

Dealer is responsible for registration filing and fees if required by local jurisdiction. Wanco will mail certificates of origin to the billing location upon shipment of equipment.

All products sold with Fleet Manager access may require additional data subscription. Fleet Manager is owned and maintained by Wanco and therefore all data collected and residing in Fleet Manager is property of Wanco. Wanco reserves the right to use data as needed.

For equipment warranty information, visit: https://www.wanco.com/support/warranty-policy/ Thank you for choosing Wanco!
SQ114316567: Page 2
5870 Tennyson St, Arvada, CO 80003
Phone 303-427-5700 | www.wanco.com
Quote
Tim Paulino
For assistance please call or email
+14702339831 | [email protected]
Shipping Instructions Lead Time 16 Weeks ARO Quote # SQ114316567 Client MUST have loading dock or forklift with
8’ forks in order to offload equipment.

Terms Net 30 Date 12/01/2025
Expiration 12/15/2025
Customer Information Ship To Information
Hawthorne City Of CA
Josh Armstrong
[email protected]
Hawthorne City Of CA
4455 W 126th St
Hawthorne, CA 90250
Notes
Freight cost TBD if zero.

Part # Description Qty Price Total
Other Wanco Diesel PVS (Kubota Engine):

INCLUDES: COMPACT BODY TRAILER, DUAL

CAMERAS, NO MONITOR, NO DVR, NO
COMMUNICATIONS, NO OPTIONS. INCLUDES THE
DELUXE 30 FT TOWER,
Upgraded MULTIHEAD MOUNT w/fan FOR 4 NPT STYLE

CONNECTORS,
Cables:
5X CAT6 Shielded to top
1X CAT6 Shielded to Mid height
1 two wire power to Mid height
Wanco install cradlepoint (supplied by Agency) - no
antenna
Wanco install Axis POE Switch, IO Module & Power
Supply (supplied by Agency)
Cradlepoint & switch installed in top multi-head
2 $52,500.00 $105,000.00
Product Subtotal $105,000.00
Options Subtotal $0.00
Sales Tax $11,025.00
Freight $1,500.00
SQ114316567: Page 1
Total $117,525.00
To ensure prompt processing of your accepted quotation, please sign below and return this form to [email protected] Print Name: Date:

Signature: PO #:

Please add any applicable sales tax. All terms are based on approved credit.

Dealer is responsible for registration filing and fees if required by local jurisdiction. Wanco will mail certificates of origin to the billing location upon shipment of equipment.

For equipment warranty information, visit: https://www.wanco.com/support/warranty-policy/ Thank you for choosing Wanco!
SQ114316567: Page 2
Vendor
Bill To
Fiscal Year
Department
Purchase Order Date
Purchase Order Number
Ship To

VENDOR PHONE NUMBER VENDOR EMAIL VENDOR NUMBER REQUISITION NUMBER BUYER NAME DELIVERY REFERENCE NOTES
ITEM # DESCRIPTION QUANTITY UOM UNIT PRICE EXTENDED PRICE GL #:

GL #:

Approver Name: Approval Date:

Purchase Order
113194
WANCO INC.
5870 TENNYSON ST.

ARVADA, CO 80003
City of Hawthorne
Accounts Payable
4455 W 126th St
Hawthorne, CA 90250
21 00003121

POLICE ADMINISTRATION
11/17/2025

THIS NUMBER MUST APPEAR ON ALL INVOICES,
PACKAGES, AND SHIPPING PAPERS.
2026 Page 1 of 1

HAWTHORNE - POLICE
12501 SOUTH HAWTHORNE BLVD

FIRST FLOOR
HAWTHORNE, CA 90250
21 City of Hawthorne
Purchasing Department
4455 W 126th St
Hawthorne, CA 90250
113194 3556 Von Norris
Wanco Diesel PVS with Trailer
The Above Purchase Order Number Must Appear On All Correspondence - Packing Sheets And Bills Of Lading Wanco Diesel PVS (Kubota Engine): 1.0000 EACH $95,700.0000 $95,700.00 Includes: Compact body trailer, dual electric winch deluxe tower, equipment box, switch panel with LVD and fan controller, 2-sealed AGM batteries & 45A charger, auto start Kubota diesel engine w/30 gal tank, start bat &15A charger, axle lock bar, combo 2-1/2" pintle & 2" ball hitch. No cameras, no monitor, no DVR, no communications, no options. Includes the deluxe 30 Ft tower, multihead mount for 4 NPT style connectors, 5X CAT5E. 1 229-2102-000-0-0-40514 $6,000.00
272-2102-310-0-0-47404 $91,200.00
Authorized Signature Authorized Signature
Total Ext. Price
Purchase Order Total
Total Freight
$95,700.00
$1,500.00
$97,200.00
This instrument has been audited in the manner required by local government regulations and laws. munis 11/17/2025
Purchasing Copy
RESOLUTION NO. 8573

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF HAWTHORNE, CALIFORNIA, APPROVING,

AUTHORIZING, APPROVING AND RATIFYING THE
ACCEPTANCE OF GRANT YEAR 2024 URBAN ‘URBAN
AREA SECUITY INITIATIVE (UASI)’, GRANT NUMBER
2024-0088, TOTALING $117,640.00. INCLUDING A
PURCHASE ORDER IN THE AMOUNT OF $26,325 WHICH

WILL BE DRAWN FROM JUSTICE FUNDS IN ASSET
FOREFEITURE.

WHEREAS, the Urban Area Security Initiative (UASI) program provides funds to address the unique planning, organization, equipment, training, and exercise needs of highdensity urban areas, and assists them in building an enhanced and sustainable capacity to prevent, protect against, mitigate, respond to and recover from acts of terrorism; WHEREAS, the LA/LBUA consists of the City of Los Angeles, City of Long Beach, the unincorporated area of Los Angeles County and participating jurisdictions, including the subrecipients; WHEREAS, by Resolution Number 8557 the City of Hawthorne accepts $117,640 under the 2024 UASI grant, with submitted and approved expenditure proposal of the purchase of automated license plate reader(s) (ALPR) equipment and mobile camera trailer intended to be executed during the course of the grant period.

WHEREAS, the City Council of the City of Hawthorne may approve, authorize and ratify the acceptance of the 2024 UASI grant and acceptance of the related funds.

The City Council of Hawthorne, California, hereby resolves as follows:

Section 1. The City Council of the City of Hawthorne authorizes, approves and ratifies the receipt of the grant award in the amount of $117,640 and authorizes the said amount to be applied in the purchase of automated license plate reader(s) (ALPR) equipment and mobile camera trailer.

Section 2. The City Council of the City of Hawthorne authorizes, approves and ratifies the purchase order in the amount of $26,325 from Justice Funds in Asset Forfeiture to be used toward the purchase of a mobile surveillance trailer.

Section 3. The City Manager or the Chief of Police is further authorized to execute and all documents necessary to apply for and receive grant funding through the UASI, including all amendments thereto, subject to minor clerical changes by the City Attorney 2 Section 4. The City clerk shall certify the adoption of this Resolution and shall cause this Resolution and the certification to be entered in the book of resolutions of the Council of the City of Hawthorne.

Section 5. This Resolution shall be in full force and effect immediately upon its passage and adoption thereof.

PASSED, APPROVED, and ADOPTED this 9th day of December, 2025. ______________________________
ALEX VARGAS, Mayor
City of Hawthorne, California
ATTEST:
______________________________
DAYNA WILLIAMS-HUNTER, City Clerk
City of Hawthorne, California
APPROVED AS TO FORM:
______________________________
DAVID CACERES, City Attorney
City of Hawthorne, California
EXHIBIT “A”
3 URBAN AREA SECURITY INITIATIVE (UASI) 2024 GRANT
AGENDA ITEM NO. 25.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Public Works
City Manager: Department Head:

SUBJECT:

Progress Payment #7 and Final Acceptance in the amount of $119,596.93 due to Pardess Air Inc of Los Angeles, CA for Hawthorne Memorial Center HVAC System Upgrade (Project #23-08).

RECOMMENDED MOTION:

Staff recommends that the City Council approve this Progress Payment #7 and Final Acceptance and approve Change Orders to Pardess Air Inc of Los Angeles, CA and release 5% retention amount 35 days after Final Approval.

DISCUSSION:

This project includes providing all services, labor, materials, permits, insurance, tools and equipment needed, in accordance with the Plan and Specifications to successfully and safely complete the HVAC system upgrade at City of Hawthorne Memorial Center located at 3901 W El Segundo Blvd, Hawthorne, CA 90250
The work consists of engineering, designing, procuring, permitting and installing: a new chiller (127 TR), chilled water pumps and piping, new VAV AHUs, new DDC controls system, new emergency generator and fuel storage, 5-year maintenance contract and properly remove/dispose of all existing equipment.

As of December 1st, 2025, 100% of the work has been completed. The new chiller, water pumps/piping, new VAV AHUs, new control system, new heating/boiler system installed and emergency generator has been installed. A new perimeter fence with privacy screen has been installed along with a new double door entry gate and bollards around the emergency generator. The testing/trouble shooting of individual equipment and testing/trouble shooting of the new HVAC system as a whole was conducted. Training was given to all necessary city employees on how the monitoring software can be access and how to operate it. Logins were created for each employee. An extra tank was interrogated to the boiler system to keep a constant pressure to heat the entire facility.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

This HVAC system upgrade can contribute to our economic strategic plan in several ways. For example, the new HVAC system will be one large centralized unit instead of the existing 3-unit individual systems.

This will help better cool/heat the community center and be more energy efficient. This project will improve the City's infrastructure and allow the Community Service Department to provide a better environment for all visitors, class attendees and/or organizations that hold their events at the Memorial Center.

FISCAL IMPACT:

None. Funds for this progress payment and change orders in the amount of $119,596.93 plus 5% retention will be paid for with funds through a Specified Grant from the Budget Act of 2022 from the State of California Department of Parks and Recreation and through the American Rescue Plan Act Fund.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act

ATTACHMENTS
Final PP and 5% Retention
9-Dec-25
Honorable Mayor and City Council Council Date
City of Hawthorne
Hawthorne, CA 90250
The following is a detailed breakdown of Progress Payment No.7 and Final Acceptance due to PARDESS AIR Inc, 1769 KELTON AVE, LOS ANGELES, CA, 90024 for work done on the subject project through November 2025.

Contract Unit Contract Qty or % Qty or % Amount Total Qty Total Amount Quantity Price Amount Previous This estimate This Estimate or % to Date to Date 1 Procure and install new chiller (127 TR), chilled water pumps and piping. Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc. 1 LS $626,000.00 $ 626,000.00 1.00 0.00 $ - 1.00 $ 626,000.00 2 Procure and install new customized VAV AHUs. Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc. 1 LS $626,000.00 $ 626,000.00 1.00 0.00 $ - 1.00 $ 626,000.00 3 Procure and install new hot water boiler (900 MBTUH), hot water pumps and piping. Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc. 1 LS $262,000.00 $ 262,000.00 1.00 0.00 $ - 1.00 $ 262,000.00 4 Procure and install new DDC controls system. Plus, all other Lump Sum aspects of the Project as specified, including hardware, wiring, warranty, permits, as-built drawings, etc. 1 LS $260,000.00 $ 260,000.00 1.00 0.00 $ - 1.00 $ 260,000.00 5 Procure and install new emergency generator (250 kW) and fuel storage (equivalent to 24-hour duration).

Plus, all other Lump Sum aspects of the Project as specified, including interconnection, wiring, fencing enclosure, concrete pad, warranty, permits, as-built drawings, etc 1 LS $200,000.00 $ 200,000.00 1.00 0.00 $ - 1.00 $ 200,000.00 6 Engineer and design new HVAC system, DDC Controls, Emergency Generator. Plus, all other Lump Sum aspects of the Project as specified, including mechanical, electrical, structural and civil design drawings, permits, bill of materials, equipment and material specification sheets, etc. 1 LS $260,000.00 $ 260,000.00 1.00 0.00 $ - 1.00 $ 260,000.00 7 Remove and dispose of all existing equipment. Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc. 1 LS $101,000.00 $ 101,000.00 1.00 0.00 $ - 1.00 $ 101,000.00 8 5-year maintenance program covering HVAC system and Emergency Generator. Plus, all other Lump Sum aspects of the Project as specified, including, warranty, parts, labor, etc. 1 LS $91,000.00 $ 91,000.00 1.00 0.00 $ - 1.00 $ 91,000.00 9 CO #5:REPLACEMENT OF EXISITING SWITCHBOARD WITH NEW SWITCHBOARD 1 LS $3,609.64 $ 3,609.64 1.00 0.00 $ - 1.00 $ 3,609.64 10 CO #6: VFD AND NEW MOTOR FOR RF1 & RF2 1 LS $29,112.36 $ 29,112.36 1.00 0.00 $ - 1.00 $ 29,112.36 11 CO #7: SAW CUTTING BROKEN WALL AND REMOVAL/DISPOSAL 1 LS $6,544.66 $ 6,544.66 1.00 0.00 $ - 1.00 $ 6,544.66 12 CO #8: REMOVAL OR BROCK WALL ON TOP OF FOOTING AND REMOVAL OF EXTRA SOIL ON THE BOTTOM OF CONCRETE PLATFORM AND ADDITIONAL BASE/COMPACTION 1 LS $6,313.38 $ 6,313.38 1.00 0.00 $ - 1.00 $ 6,313.38 13 CO #9: EXTRA ELECTRICAL CONDUIT FOR FUTURE CITY USE 1 LS $4,406.09 $ 4,406.09 1.00 0.00 $ - 1.00 $ 4,406.09 14 CO #10: PATCHING HOLES IN MEHCNICAL ROOM CEILING (NOT PART ORIGINAL SCOPE OF WORK) 1 LS $6,161.86 $ 6,161.86 1.00 0.00 $ - 1.00 $ 6,161.86 RE: PROGRESS PAYMENT NO. 7 FOR HAWTHORNE MEMORIAL CENTER HVAC SYSTEM UPGRADE (Project#23-08) Description
Unit
K:\Engineering\WPDOCS\PROJECTS\SPECS\23-08 Hawthorne Memorial Center HVAC System Upgrade\payments\PP#7 & Final\Copy of pardess PP#7 Page1 15 CO #11: REPLACEMENT OF CORRODED PORTABLE WATER PIPE(S) 1 LS $5,260.76 $ 5,260.76 1.00 0.00 $ - 1.00 $ 5,260.76 16 CO #12: ADDITION OF (2) 6" TEES AND (2) 6" VALVES FOR CLEANING AND FLUSHING 1 LS $4,723.97 $ 4,723.97 1.00 0.00 $ - 1.00 $ 4,723.97 17 CO #13: UPGRADE THE EMERGENCY GENERATOR FROM 250KW TO 400KW 1 LS $179,947.16 $ 179,947.16 1.00 0.00 $ - 1.00 $ 179,947.16 18 CO#14: DEMO RUSTED HEATING AND COOLING PIPE. REPLACE WITH NEW COPPER PIPING BETWEEN ROOM 124 AND 125 1 LS $6,723.64 $ 6,723.64 1.00 0.00 $ - 1.00 $ 6,723.64 19 CO#15: EXTRA NEW INSULATION FOR EXISTING PIPES THAT ABADMENT COMPANY REMOVED THE INSULATION TO. 1 LS $7,917.92 $ 7,917.92 1.00 0.00 $ - 1.00 $ 7,917.92 20 CO #16: EDISON NEW 800A MAIN BOARD DESIGN/APPROVAL 1 LS $2,911.00 $ 2,911.00 1.00 0.00 $ - 1.00 $ 2,911.00 21 CO #17: ADDITIONAL 45A CIRCUIT BREAKER TO MAIN SWITCH BOARD FOR SC 1 LS $4,762.40 $ 4,762.40 1.00 0.00 $ - 1.00 $ 4,762.40 22 CO #18: NEW DUCT WORK FOR MAIN OFFICE ROOM 109 1 LS $9,395.81 $ 9,395.81 1.00 0.00 $ - 1.00 $ 9,395.81 23 CO#1, 2, 19, 20 & 21 1 LS $125,891.51 $ 125,891.51 0.00 1.00 $ 125,891.51 1.00 $ 125,891.51 Total Contract Price $ 2,829,682.16
TOTAL $ 125,891.51 $ 2,829,682.16
LESS RETENTION $ 6,294.58 $ 141,484.11
LESS PREVIOUSLY PAID $ - $ 2,568,601.12
TOTAL AMOUNT DUE $ 119,596.93 $ 119,596.93
TOTAL AMOUNT DUE THIS 7th and FINAL PROGRESS PAYMENT:

Accout#
$ 119,596.93
German Franco
Project Engineer
This 7th and Final Acceptance Payment is hereby submitted for your review and approval. The five percent (5%) retention amount of $141,484.11 will be paid from the account 180-1150-138-0- 0-40514, thirty-five (35) days following the Final Acceptance of the Contract. 180-1150-138-0-0-40514
German Franco
K:\Engineering\WPDOCS\PROJECTS\SPECS\23-08 Hawthorne Memorial Center HVAC System Upgrade\payments\PP#7 & Final\Copy of pardess PP#7 Page2 APPLICATION AND CERTIFICATE FOR PAYMENT Page 1 of 2
TO: German APPLICATION NO: 7 DISTRIBUTION TO:

Project: Hawthorne Memorial Center HVAC System Upgrade APPLICATION DATE: 11/26/2025 OWNER PERIOD TO: 11/26/2025 ARCHITECT

CONTRACTOR
FROM:Pardess Air Inc. CONST. MNGR
1769 Kelton Ave.

LOS ANGELES, CA 90024
CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information Application is made for payment, as shown below, in connection with the Contract. and belief the Work covered by this Application for payment has been completed in accordance Continuation Sheet, Schedule of Values, is attached. with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates of Payment were issued and payments received from the Owner,

1. ORIGINAL CONTRACT SUM $2,426,000.00 and that current payment shown herein is now due.

2. Net change by Change Orders $403,682.16

3. CONTRACT SUM TO DATE (Line 1+2) $2,829,682.16 CONTRACTOR: Pardess Air Inc

4. TOTAL COMPLETED & STORED TO DATE $2,829,682.16
(Column G on G703) By: Daniel Shaye Date: 11/26/25

5. RETAINAGE
a. 5% of completed work $141,484.11
(Columns D+E on SOV)
b. 10% of Stored Material $0.00
(Column F on SOV)
Total Retainage (Line 5a+5b or
Total in Column I of G703) $141,484.11

6. TOTAL EARNED LESS RETAINAGE
(Line 4 less Line 5 Total) $2,688,198.05 In accordance with the Contract Documents, based on on-site observations and the data

7. LESS PREVIOUS CERTIFICATES FOR PAYMENT comprising this application, the signatories certify to the Owner that to the best of their (Line 6 from prior Certificate) $2,568,601.12 knowledge, information and belief the Work has progressed as indicated, the quality of the Work, is in accordance with the Contract Documents, and the Contractor is entitled to

8. CURRENT PAYMENT DUE $119,596.93 payment in the AMOUNT CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE
(Line 3 less Line 6) $141,484.11
ADDITIONS DEDUCTIONS By: Date
Total changes approved prior
to this Month $0.00
Total changes approved this
Month 0
$0.00 $0.00
TOTALS $0.00 $0.00 By: Date:

NET CHANGES by Change Order $0.00 OWNER

CHANGE ORDER SUMMARY
This certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contract under this contract. 1/2
Application No 7
Application Date 11/26/2025
Contractor : Pardess Air inc Period From 9/16/2025
Job Name: Hawthorne Memorial Center HVAC System Upgrade To 11/26/2025

A B C D E F G H
ITEM # DESCRIPTION OF WORK ACTIVITY SCHEDULED % TOTALS Amount of RETAINAGE VALUE To This TO DATE This Application 5%
Date (CXD) (E-F)
1 Procure and and install new chiller (127 TR), chilled water pumps and piping.

Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc.
$ 626,000 100.00% $ 626,000.00 $ 626,000.00 $ - $31,300.00 2 Procure and install new customized VAV AHUs. Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc. $ 626,000 100.00% $ 626,000.00 $ 626,000.00 $ - $31,300.00 3 Procure and install new hot water boiler (900 MBTUH), hot water pumps and piping. Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc. $ 262,000 100.00% $ 262,000.00 $ 262,000.00 $ - $13,100.00 4 Procure and install new DDC controls system. Plus, all other Lump Sum aspects of the Project as specified, including hardware, wiring, warranty, permits , as-built drawings, etc.
$ 260,000 100.00% $ 260,000.00 $ 234,000.00 $ - $13,000.00 5 Procure and install new emergency generator (250 kW) and fuel storage. Plus, all other Lump Sum aspects of the Project as specified, including interconnection, wiring, fencing enclosure, concrete pad, warranty, permits, as-built drawings, etc. $ 200,000 100.00% $ 200,000.00 $ 200,000.00 $ - $10,000.00 6 Engineer and design new HVAC,DDC Controls ,Emergency Generator plus all other lump sum $ 260,000 100.00% $ 260,000.00 $ 260,000.00 $ - $13,000.00 7 Remove and dispose of all existing equipment. Plus, all other Lump Sum aspects of the Project as specified, including hardware, warranty, permits, as-built drawings, etc. $ 101,000 100.00% $ 101,000.00 $ 101,000.00 $ - $5,050.00 8 5 years maintenece program covering HVAC system and Emergency Generator .plus all aother lum sum aspects of the project as a specified including warranty $ 91,000 100.00% $ 91,000.00 $ 91,000.00 $ - $4,550.00 9 Change Orders ( C0# 5 to CO# 18 $ 277,790.65 100.00% $ 277,790.65 $ 277,790.65 $ - $13,889.53 10 Change Orders ( C0# 1,2 & 19,20,21) $ 125,891.51 100.00% $ 125,891.51 $ - $ 125,891.51 $6,294.58 Sub Total $ 2,829,682.16 $ 2,829,682.16 $ - $ 125,891.51 $141,484.11

SCHEDULE OF VALUES
Total Amount
Completed On Prior
App.

AGENDA ITEM NO. 26.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Public Works
City Manager: Department Head:

SUBJECT:

Progress Payment #5 in the amount of $2,090,367.47 due to Martinez Landscape Co., Inc of Sylmar, CA for City of Hawthorne New City Yard (Project #24-02).

RECOMMENDED MOTION:

Staff recommends that the City Council approve this Progress Payment #5 to Martinez Landscape Co.

Inc of Sylmar, CA.

DISCUSSION:

The work for the project includes adequate parking spaces for large and regular vehicles, a two-story building, a fuel-pumping station for gas and diesel vehicles, an above-ground propane tank, a mechanic station, wash down bays, hazardous material storage, welding area, general storage, employee restroom, and storage space for large city vehicles. Vehicle parking spaces will have a photovoltaic canopy above, as well as on all building rooftops. The two-story administration building will contain ground level storage, a public-facing entrance/vestibule, elevator, office, restrooms, and elevator equipment room. The second story will include City offices, training rooms, conference rooms, mail intake and sorting, and staff restrooms. The roof of the administration building will also hold a new radio tower and drone pad. Additionally, new sidewalks will be installed that are ADA compliant, along with driveways that provide entrance and exit to the facility. This project also consists of multiple trades, from low voltage electrical work to fueling station design & construction. This requires the awarding contractor to have multiple subcontractors for various works which include but not limited to: low voltage electrical work for communication/security system, elevator construction and installation, mechanical lifts and pressure systems, fueling station design and installation, hazardous material storage construction, fire suppression system, standard plumbing, mechanical and electrical systems, ADA sidewalk construction, landscaping, etc. Any and all other additional, reduced or removed work will be made through negotiated change orders after the projects contract has been awarded in accordance with the bid documents.

The scope of work completed to date is as follows: the CMU perimeter wall erected, Building B2 exterior walls erected, and roof beams welded along with load-supporting vertical metal columns. Building B2 metal roof deck has been welded and inspected, building A1 interior steel beams/grade beams are installed and interior CMU walls are being formed, and building A2 column pads have been trenched, rebar placed and concrete poured to support the steel beams. A1 steel beams have been welded and inspected and are currently working on the elevator pit and steel column next to the elevator pit/stairs.

Stair drawings are being finalized and steel manufacturing for stairs to commence. Building A2 lift pit to be trenched and installed this month (December 2025).

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

This project is a result of the City working closely with funding and regulatory agencies to support and improve our infrastructure.

FISCAL IMPACT:

None. Funds for this progress payment in the amount of $2,090,367.47 will be funded through the issuance of 2024 Lease Revenue Bonds (the "2024 Bonds"), Equipment Funds, Sewer Funds, Proposition A & C, and allocated funds from the 2024-2025 budget.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act

ATTACHMENTS
PP#5 Project #24-02

ITEM CONTRACT

QUANTITY UNIT UNIT
PRICE CONTRACT AMOUNT QTY OR % PREVIOUS QTY OR % THIS ESTIMATE AMOUNT THIS

ESTIMATE
TOTAL QTY OR %

TO DATE

TOTAL AMOUNT TO
DATE
A LS 1 $ 13,770,087.00 $ 13,770,087.00 43% 16% $ 2,200,386.81 59% $ 8,069,125.52 1 LS 1 $ 901,050.30 $ 901,050.30 0% 0% $ - 0% $ -
$ 14,671,137.30 3 3
TOTAL: $ 2,200,386.81 $ 8,069,125.52
LESS RETENTION: $ 110,019.34 $ 403,456.28
LESS PREVIOUSLY PAID: $ - $ 5,575,301.77
TOTAL AMOUNT DUE: $ 2,090,367.47 $ 2,090,367.47
$ 2,090,367.47
ACCOUNT NUMBER:
220-4106-272-0-0-40694
German Franco
German Franco
Honorable Mayor and City Council 09-December-25
City of Hawthorne Council Date
Hawthorne, CA 90250
RE: PROGRESS PAYMENT NO.5 FOR CITY OF HAWTHORNE NEW CITY YARD PROJECT #24-02 The following is a detailed breakdown of Progress Payment No.5 due to Martinez Landscape Co., Inc Sylmar, CA for work done on the subject through December 2025.

DESCRIPTION
Building B2 structural walls erected, shop drawings
reviewed and approved, trenching for underground
utilities (electrical/plumbing). Building A2 footing
excavated, compacted, rebar placed, concrete poured.

Underground electrical conduit and plumbing lines
excavated and placed/being placed. Building A1
leveling and compaction completed, to commence
trenching for underground utilitie. Purchase of
material and equipment include but not limited to
electrical conduits, wiring, plumbing pipes, rebar,
concrete, sand, steel, electrical box, receptacles,
switches, etc.

Change Order #1: Redesign of the North metal
roofed parking structure at the request of the City
for the New City Yard Project. Work to be done
includes the design & build of a solar panel shaded
structure in the North portion of the New City Yard
Project, including all needed
materials/equipment/installation.

TOTAL CONTRACT AMOUNT
TOTAL AMOUNT DUE THIS 5TH PROGRESS PAYMENT:

TO: PROJECT NAME: APPLICATION NO: 5
PROJECT ADDRESS: APPLICATION DATE: 21-Nov-25
FROM: PROJECT NO: PERIOD TO: 21-Nov-25
CONTRACT START DATE: 0-Jan-00
CONTRACT NUMBER: 24-02
VENDOR ID NO: 0

CONTRACTOR'S APPLICATION FOR PAYMENT

1. ORIGINAL CONTRACT AMOUNT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $

2. Net Change by Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . $

3. CONTRACT AMOUNT TO DATE (Line 1 + Line 2) . . . . . . . . . . . . . . . . . . . $

4. TOTAL COMPLETED & STORED TO DATE . . . . . . . . . . . . . . . . . . . . $ (Column G on Continuation Sheet)

5. RETAINAGE:
a._5_% of Completed Work (Line 4)
TOTAL RETAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Contractor:

6. TOTAL EARNED LESS RETAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . $ (Line 4 less Line 5 Total)

7. LESS PREVIOUS CERTIFICATES FOR PAYMENT . . . . . . . . . . . . . . . $ (Line 6 from prior Application for Payment)

8. CURRENT PAYMENT DUE (Line 6 less Line 7) . . . . . . . . . . . . . . . . . . . . . $

9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) . . . . $ Owner Use Only:

10. TOTAL WITHHOLDS (from Owner Assessment Summary ): . . . . . $

11. TOTAL RELEASES (from Owner Assessment Summary ): . . . . . . $

12. ADJUSTED PAYMENT AMOUNT: . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Owner's Authorized Representative (Signature) (Date)
2,090,367.47
2,090,367.47 (Contractor's Signature) (Date)
7,005,468.06
5,575,301.77 (Name and title)
$ 403,456.28
403,456.28 Martinez Landscape Co., Inc
7,665,669.24 (Please print name of company)
13,770,087.00
901,050.30
14,671,137.30
8,069,125.52
(Contractor) 0
12357 San Fernando Rd. Sylmar, CA 91342
(Remittance Address)
City Of Hawthorne New City Yard
12613 Doty Ave. Hawthorne, CA 90250
Martinez Landscape Co., Inc #24-02
Under penalty of perjury under the Laws of California, I certify that all items, units, quantities and prices for work shown on this payment request are correct; that all Work has been performed and materials supplied in full accordance with the terms and conditions of the construction contract on this project; that all of the information set forth herein or attached hereto is a true and correct statement of the Contract Amount and the Contract Time up to and including the last day of the period covered by this invoice, and that no part of the “Current Payment Due” has been received.

CERTIFICATION

REVIEWED AND APPROVED AS PER TERMS OF CONTRACT
MARTINEZ LANDSCAPE CO., INC
12357 SAN FERNANDO RD | SYLMAR, CA 91342
PH: (818) 364-9188 | FAX: (818) 364-9958

APPLICATION FOR PAYMENT
Paulette Martinez, Office Manager
11/21/2025
AGENDA ITEM NO. 27.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Public Works
City Manager: Department Head:

SUBJECT:

Progress Payment #10 in the amount of $1,629,549.28 due to PCN3 Inc of Los Alamitos, CA for City of Hawthorne New Senior Center (Project #24-03).

RECOMMENDED MOTION:

Staff recommends that the City Council approve this Progress Payment #10 and Change Order #7 to PCN3 Inc of Los Alamitos, CA
DISCUSSION:

The work will consist of renovating the existing Hawthorne Senior Center situated on the northwest side of the existing Memorial Center facility. The renovations will bring the existing building, approximately 8,600 SF, up to current building codes and standards. The work will also consist of adding a first-floor extension and a second story, approximately 9700 SF of indoor space. There will also be some exterior landscaping to integrate the building into the park and create an outdoor courtyard. The work will also consist in providing all services, labor, materials, permits, insurance, tools and equipment needed, in accordance with the Plan and Specifications to successfully and safely complete the renovations, expansion and addition to the City of Hawthorne Senior Center located at 3901 El Segundo Blvd, Hawthorne, CA 90250
During the construction phase of the project, necessary authorization will need to be granted to the City's Project Engineer(s) to conduct further testing, substitutions, and/or removal of material such as new public right of way, new concrete slab between the New Senior Center and the existing Memorial Center, etc.

Work done to date includes: demolition of the existing senior center structure, excavated trenches for underground plumbing and electrical conduits, trenching for elevator pit, concrete poured for the west expansion portion of the project, vertical steel reinforcement and preparing of steel columns and beams for the west expansion portion of the project. Excavation for new storm drain line, elevator pit and column footing for the existing portion of the building (East Side). Due to existing conditions uncovered during the demolition/excavation phase, it led to a few change orders like repair and/or replacement of underground utility pipes, expansion of demolition (slab/ceiling), etc. Exterior and interior CMU walls for the west 1st floor addition and the existing east 1st floor is 100% completed and 1st floor ceiling and floor/deck for 2nd floor is being prepped for slab on grade. Elevator pit and walls on the existing portion of the project were completed. Underground, utilities are nearly completed, and they are working on completing the new main electrical box installation with Edison.

The 2nd floor slab rebar has been installed and inspected, the 2nd floor slab/podium has been framed and inspected, and the 2nd floor slab/podium has been poured, cured and inspected. Contractors are working on the interior portion of the first floor (new and existing). They will commence the demoing of the exterior hall wall between the existing senior center and memorial center. Additional concrete, lighting and steel materials were needed to secure the structure and the surrounding slabs.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

This project is a result of the City working closely with funding and regulatory agencies to support and improve our infrastructure.

FISCAL IMPACT:

None. Funds for this progress payment in the amount of $1,629,549.28 will be funded through allocated funds from the 2024-2025 budget.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act

ATTACHMENTS
PP#10 #24-03
9-Dec-25
Honorable Mayor and City Council Council Date
City of Hawthorne
Hawthorne, CA 90250
RE: PROGRESS PAYMENT NO. 10 FOR CITY OF HAWTHORNE SENIOR CENTER (Project#24-03) The following is a detailed breakdown of Progress Payment No. 10 due to PCN3 Inc, 10591 HURMBOLT STREET UNIT A, LOS ALAMITOS, CA, 90720 for work done on the subject project through December 2025.

DESCRIPTION CONTRACT QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT Qty or % PREVIOUS Qty or % THIS

ESTIMATE
Amount THIS

ESTIMATE
Total Qty OR % TO
DATE
Total Amount TO
DATE
a.
i. sawcut (E ) concrete paving 61 LF $ 11.80 $ 719.80 100% 0% $ - 100% $ 719.80 ii. remove (E ) concrete paving & base 2587 SF $ 3.54 $ 9,157.98 100% 0% $ - 100% $ 9,157.98 iii. REMOVE (E ) TREE 1 EA $ 5,310.00 $ 5,310.00 100% 0% $ - 100% $ 5,310.00 iv. REMOVE (E ) PLANTING/IRRIGATION 12,118 SF $ 1.77 $ 21,448.86 100% 0% $ - 100% $ 21,448.86 v. PROTECT (E) TREE 6 EA $ 295.00 $ 1,770.00 100% 0% $ - 100% $ 1,770.00 b.
i. SAWCUT (E) CONCRETE PAVING 8 LF $ 11.80 $ 94.40 100% 0% $ - 100% $ 94.40 ii. SAWCUT (E) ASPHALT PAVING 129 LF $ 11.80 $ 1,522.20 100% 0% $ - 100% $ 1,522.20 iii. SAWCUT (E) CONCRETE CURB 2 EA $ 2,832.00 $ 5,664.00 100% 0% $ - 100% $ 5,664.00 iv. 222 REMOVE (E) CONCRETE WALKWAY & BASE 222 SF $ 9.44 $ 2,095.68 100% 0% $ - 100% $ 2,095.68 v. 1,158 REMOVE (E) PARKING ASPHALT PAVING & BASE 1,158 SF $ 5.90 $ 6,832.20 100% 0% $ - 100% $ 6,832.20 vi. 88 REMOVE (E) CONCRETE CURB 176 LF $ 29.50 $ 5,192.00 100% 0% $ - 100% $ 5,192.00 vii. REMOVE (E) TREE 1 EA $ 4,130.00 $ 4,130.00 100% 0% $ - 100% $ 4,130.00 viii. 1,055 REMOVE (E) PLANTING/IRRIGATION 1,055 SF $ 9.44 $ 9,959.20 100% 0% $ - 100% $ 9,959.20 ix. REMOVE (E) 6'L BENCH 3 EA $ 501.50 $ 1,504.50 100% 0% $ - 100% $ 1,504.50 x. REMOVE (E) TRASH RECEPTACLE 1 EA $ 637.20 $ 637.20 100% 0% $ - 100% $ 637.20 xi. SANDBLAST/REMOVE (E) PARKING STALL STRIPING 32 EA $ 236.00 $ 7,552.00 100% 0% $ - 100% $ 7,552.00 xii. PROTECT (E) TREE 3 EA $ 295.00 $ 885.00 100% 0% $ - 100% $ 885.00 xiii. PROTECT (E) PLANTING/IRRIGATION 470 SF $ 1.18 $ 554.60 100% 0% $ - 100% $ 554.60 xiv. PROTECT (E) CONCRETE CURB 285 LF $ 1.18 $ 336.30 100% 0% $ - 100% $ 336.30 xv. PROTECT (E) 36" CONCRETE V-GUTTER 48 LF $ 2.36 $ 113.28 100% 0% $ - 100% $ 113.28 c.
i. SANDBLAST/REMOVE (E) PARKING STALL STRIPING 50 EA $ 236.00 $ 11,800.00 100% 0% $ - 100% $ 11,800.00 ii. SANDBLAST/REMOVE (E) ADA PARKING STALL STRIPING 4 EA $ 236.00 $ 944.00 100% 0% $ - 100% $ 944.00 iii. SANDBLAST/REMOVE (E) WALK-AISLE STRIPING 234 SF $ 3.54 $ 828.36 100% 0% $ - 100% $ 828.36 iv. REMOVE (E) ADA POLE SIGNAGE 4 EA $ 295.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 v. SAWCUT (E) ASPHALT PAVING 62 LF $ 11.80 $ 731.60 100% 0% $ - 100% $ 731.60 vi. SAWCUT (E) 24"W CONCRETE CURB & GUTTER 6 EA $ 1,416.00 $ 8,496.00 100% 0% $ - 100% $ 8,496.00 vii. SAWCUT (E) CONCRETE PAVING 21 LF $ 11.80 $ 247.80 100% 0% $ - 100% $ 247.80 viii. 210 REMOVE (E) PARKING ASPHALT PAVING & BASE 210 SF $ 9.44 $ 1,982.40 100% 0% $ - 100% $ 1,982.40 ix. 78 REMOVE (E) 24"W CONCRETE CURB & GUTTER 39 LF $ 59.00 $ 2,301.00 100% 0% $ - 100% $ 2,301.00 x. 53 REMOVE (E) CONCRETE WALKWAY & BASE 53 SF $ 66.08 $ 3,502.24 100% 0% $ - 100% $ 3,502.24 d.
i. MISC. SITE DEMO & PROTECTION WORK 1 LS $ 8,260.00 $ 8,260.00 100% 0% $ - 100% $ 8,260.00 a. SITE CLEARING 17,569 SF $ 1.18 $ 20,731.42 100% 0% $ - 100% $ 20,731.42 b. ROUGH GRADING 17,569 SF $ 2.36 $ 41,462.84 100% 0% $ - 100% $ 41,462.84 c. RAW CUT - PER C.E. QUANTITY 91 CY $ 23.60 $ 2,147.60 100% 0% $ - 100% $ 2,147.60 d. FINE GRADING 14,747 SF $ 3.54 $ 52,204.38 48% 38% $ 20,000.00 86% $ 45,000.00 e. BUILDING PAD OVEREXCAVATION - WEST ADDITION 2,822 SF $ 23.60 $ 66,599.20 100% 0% $ - 100% $ 66,599.20 f. BUILDING PAD OVEREXCAVATION - EXTENDED SLAB 221 SF $ 47.20 $ 10,431.20 100% 0% $ - 100% $ 10,431.20 g. SCARIFY & COMPACT U/S PAVING 9,963 SF $ 1.18 $ 11,756.34 100% 0% $ - 100% $ 11,756.34 h. EXPORT/HAUL DIRT SURPLUS + 15% SWELL VOLUME 105 CY $ 159.30 $ 16,726.50 100% 0% $ - 100% $ 16,726.50 i. EROSION CONTROL 17,569 SF $ 1.77 $ 31,097.13 100% 0% $ - 100% $ 31,097.13 a.

I. HARDSCAPE 0% $ -
i. CONCRETE PAVING TYPE 1 + AGG. BASE 4,521 SF $ 29.50 $ 133,369.50 0% 0% $ - 0% $ - ii. CONCRETE PAVING TYPE 2 (COLORED) + AGG. BASE 178 SF $ 35.40 $ 6,301.20 0% 0% $ - 0% $ - II. BRICK PAVERS
i. JOIN CONCRETE 103 LF $ 11.80 $ 1,215.40 0% 0% $ - 0% $ - ii. BRICK PAVERS + SUBSTRATE + AGG. BASE 2,516 SF $ 47.20 $ 118,755.20 2% 0% $ - 2% $ 2,500.00 iii. EXTRA FOR CONCRETE EDGE CURB ADJ. TO P.A. 208 LF $ 5.90 $ 1,227.20 0% 0% $ - 0% $ - III. LANDSCAPE
i. SHRUBS + PLANTING SOIL + IRRIGATION 2,658 SF $ 54.28 $ 144,276.24 0% 0% $ - 0% $ - ii. GRASS + PLANTING SOIL + IRRIGATION 1,808 SF $ 11.40 $ 20,609.03 0% 0% $ - 0% $ - iii. TREE, 48" BOX 5 EA $ 2,643.20 $ 13,216.00 0% 0% $ - 0% $ - iv. TREE, 36" BOX 1 EA $ 1,385.32 $ 1,385.32 0% 0% $ - 0% $ - v. RAISED PLANTERS, 4'W x 6'L + PLANTING SOIL 3 EA $ 3,121.10 $ 9,363.30 0% 0% $ - 0% $ - vi. 90-DAY MAINTENANCE 1 LS $ 8,260.00 $ 8,260.00 0% 0% $ - 0% $ - IV. SITE WALLS
i. 12"W x 18"H CURVED BRICK SEATWALL 148 LF $ 177.00 $ 26,196.00 0% 0% $ - 0% $ - ii. EXTRA FOR CONCRETE FOOTING 148 LF $ 118.00 $ 17,464.00 0% 0% $ - 0% $ - V. ORNAMENTAL STEEL FENCING & GATES
i. 12'H STEEL FENCE + PAINT 31 LF $ 731.60 $ 22,679.60 0% 0% $ - 0% $ - ii. STEEL AWNING GATE, 3'W x 12'H + PAINT 1 EA $ 7,504.80 $ 7,504.80 0% 100% $ 7,504.80 100% $ 7,504.80 iii. STEEL AWNING GATE, 4.5'W x 12'H + PAINT 1 EA $ 7,717.20 $ 7,717.20 0% 100% $ 7,717.20 100% $ 7,717.20 iv. STEEL AWNING GATE, 11'W x 12'H + PAINT 1 EA $ 15,717.60 $ 15,717.60 0% 25% $ 3,929.40 25% $ 3,929.40 v. CURVED STEEL AWNING GATE, 13.5'W x 12'H + PAINT 1 EA $ 19,611.60 $ 19,611.60 0% 21% $ 4,118.44 21% $ 4,118.44 vi. CURVED STEEL AWNING GATE, 15'W x 12'H + PAINT 1 EA $ 19,824.00 $ 19,824.00 0% 20% $ 4,058.64 20% $ 4,058.64 vii. STEEL SLIDING GATE, 10.75'W x 12'H + PAINT 1 EA $ 13,357.60 $ 13,357.60 0% 20% $ 2,671.52 20% $ 2,671.52 b.
i. ASPHALT PAVING + AGG. BASE 2,186 SF $ 9.44 $ 20,635.84 0% 0% $ - 0% $ - ii. CONCRETE CURB 46 LF $ 118.00 $ 5,428.00 0% 0% $ - 0% $ - iii. 24" CONCRETE CURB & GUTTER 99 LF $ 236.00 $ 23,364.00 0% 0% $ - 0% $ - iv. JOIN CONCRETE CURB 3 EA $ 11.80 $ 35.40 0% 0% $ - 0% $ - v. JOIN ASPHALT PAVING 157 LF $ 11.80 $ 1,852.60 0% 0% $ - 0% $ - vi. SLURRY SEAL (E) AC PAVING - ALLOWANCE 12,312 SF $ 1.18 $ 14,528.16 0% 0% $ - 0% $ - vii. SHRUBS + PLANTING SOIL + IRRIGATION 170 SF $ 54.28 $ 9,227.60 0% 0% $ - 0% $ - viii. PARKING STALL STRIPING - ADA 2 EA $ 295.00 $ 590.00 0% 0% $ - 0% $ - ix. PARKING STALL STRIPING - REG 34 EA $ 295.00 $ 10,030.00 0% 0% $ - 0% $ - x. WALK-AISLE STRIPING - CHEVRON 558 SF $ 4.72 $ 2,633.76 0% 0% $ - 0% $ - xi. PAINT RED CURB 80 LF $ 11.80 $ 944.00 0% 0% $ - 0% $ - xii. CONCRETE WHEEL STOP 36 EA $ 472.00 $ 16,992.00 0% 0% $ - 0% $ - xiii. ADA PARKING SIGNAGE - WALL MOUNT 2 EA $ 1,180.00 $ 2,360.00 0% 0% $ - 0% $ - xiv. POLE SIGNAGE - PARKING ENTRY/EXIT 1 EA $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - c.
i. CONCRETE PAD FOR ELECTRICAL EQUIPMENT 240 SF $ 35.40 $ 8,496.00 0% 0% $ - 0% $ - ii. CONCRETE CURB RAMP + AGG. BASE 53 SF $ 35.40 $ 1,876.20 0% 0% $ - 0% $ - iii. 48 24" CONCRETE CURB & GUTTER 24 LF $ 236.00 $ 5,664.00 0% 0% $ - 0% $ - iv. JOIN CONCRETE PAVING 21 LF $ 11.80 $ 247.80 0% 0% $ - 0% $ - v. JOIN CONCRETE CURB & GUTTER 4 EA $ 11.80 $ 47.20 0% 0% $ - 0% $ - vi. PARKING STALL STRIPING - ADA 2 EA $ 295.00 $ 590.00 0% 0% $ - 0% $ -

EXTERIOR IMPROVEMENTS (SITEWORK)

SENIOR CENTER SITE

EAST PARKING LOT

NORTH PARKING LOT

EXISTING CONDITIONS (SITEWORKS)
DEMO @ SENIOR CENTER SITE (HAULING INCLUDED)
DEMO @ EAST PARKING LOT (HAULING INCLUDED)
DEMO @ NORTH PARKING LOT (HAULING INCLUDED)
MISC. SITE DEMO
EARTHWORK: SITE PREPARATION (SITEWORK)
vii. PARKING STALL STRIPING - EV CHARGING STATION 2 EA $ 295.00 $ 590.00 0% 0% $ - 0% $ - viii. PARKING STALL STRIPING - REG 24 EA $ 295.00 $ 7,080.00 0% 0% $ - 0% $ - ix. WALK-AISLE STRIPING - CHEVRON 90 SF $ 4.72 $ 424.80 0% 0% $ - 0% $ - x. PAINT RED CURB 99 LF $ 11.80 $ 1,168.20 0% 0% $ - 0% $ - xi. TRUNCATED DOME 12 SF $ 59.00 $ 708.00 0% 0% $ - 0% $ - xii. CONCRETE WHEEL STOP 24 EA $ 472.00 $ 11,328.00 0% 0% $ - 0% $ - xiii. ADA PARKING POLE SIGNAGE 2 EA $ 1,180.00 $ 2,360.00 0% 0% $ - 0% $ - xiv. FENCE/GATE FOR ELECTRICAL EQUIPMENT 62 LF $ 472.00 $ 29,264.00 0% 0% $ - 0% $ - d.
i. STREET ADDRESS INDENTIFICATION SIGN 1 EA $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - e.
i. MISC SITE IMPROVEMENTS/SIGNAGE ALLOWANCE 1 LS $ - $ - 0% 0% $ - 0% a.
i. 6" AREA DRAIN 2 EA $ 1,475.00 $ 2,950.00 100% 0% $ - 100% $ 2,950.00 ii. SDR 35 PIPE - ASSUME 4" 108 LF $ 94.40 $ 10,195.20 100% 0% $ - 100% $ 10,195.20 iii. POC TO EXISTING - ON SITE 1 EA $ 1,180.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 iv. POTHOLING DOMESTIC WATER 1 EA $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 v. 3" DOMESTIC WATER METER 1 EA $ 1,180.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 vi. 3" RPBFP ASSEMBLY 1 EA $ 295.00 $ 295.00 100% 0% $ - 100% $ 295.00 vii. 3" SCH 80 PVC PIPE 525 LF $ 94.40 $ 49,560.00 100% 0% $ - 100% $ 49,560.00 viii. BUILDING POC 1 EA $ 1,180.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 ix. POC TO EXISTING - STREET 1 EA $ 11,800.00 $ 11,800.00 100% 0% $ - 100% $ 11,800.00 x. VALVES & SPECIALTIES 1 LS $ 1,180.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 xi. THRUST BLOCK 6 EA $ 590.00 $ 3,540.00 100% 0% $ - 100% $ 3,540.00 xii. POTHOLING 1 EA $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 xiii. CUT & PATCH (E) ASPHALT PAVING 405 LF $ 70.80 $ 28,674.00 100% 0% $ - 100% $ 28,674.00 xiv. CUT & PATCH (E) CONCRETE PAVING 120 LF $ 118.00 $ 14,160.00 100% 0% $ - 100% $ 14,160.00 xv. TRAFFIC CONTROL 3 DAY $ 2,950.00 $ 8,850.00 100% 0% $ - 100% $ 8,850.00 b.
i. 6" FIRE WATER METER 1 EA $ 2,950.00 $ 2,950.00 100% 0% $ - 100% $ 2,950.00 ii. 6" DDCV ASSEMBLY 1 EA $ 8,850.00 $ 8,850.00 100% 0% $ - 100% $ 8,850.00 iii. FDC 1 EA 1 EA $ 17,700.00 $ 17,700.00 100% 0% $ - 100% $ 17,700.00 iv. 6" C900 PVC PIPE 530 LF $ 177.00 $ 93,810.00 100% 0% $ - 100% $ 93,810.00 v. BUILDING POC 1 EA $ 5,900.00 $ 5,900.00 100% 0% $ - 100% $ 5,900.00 vi. POC TO EXISTING - STREET 1 EA $ 17,700.00 $ 17,700.00 100% 0% $ - 100% $ 17,700.00 vii. VALVES & SPECIALTIES 1 LS $ 1,180.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 viii. THRUST BLOCK 6 EA $ 590.00 $ 3,540.00 100% 0% $ - 100% $ 3,540.00 ix. POTHOLING 1 EA $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 x. CUT & PATCH (E) ASPHALT PAVING 405 LF $ 70.80 $ 28,674.00 100% 0% $ - 100% $ 28,674.00 xi. CUT & PATCH (E) CONCRETE PAVING 120 LF $ 118.00 $ 14,160.00 100% 0% $ - 100% $ 14,160.00 xii. TRAFFIC CONTROL 3 LS $ 2,950.00 $ 8,850.00 100% 0% $ - 100% $ 8,850.00 c.
i. 4" SDR 35 PIPE 95 LF $ 94.40 $ 8,968.00 100% 0% $ - 100% $ 8,968.00 ii. 6" SDR 35 PIPE 25 LF $ 141.60 $ 3,540.00 100% 0% $ - 100% $ 3,540.00 iii. BUILDING POC 2 EA $ 1,180.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 iv. ALLOWANCE FOR SEWER CLEANOUT 2 EA $ 1,180.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 v. SITE POC (TO EXISTING 6" VCP) 2 EA $ 2,950.00 $ 5,900.00 100% 0% $ - 100% $ 5,900.00 vi. POTHOLING 1 EA $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 vii. CUT & PATCH (E) CONCRETE PAVING 115 LF $ 118.00 $ 13,570.00 100% 0% $ - 100% $ 13,570.00 d.
i. SEISMIC SHUT-OFF VALVE TO (E) INCOMING GAS 1 EA $ 5,900.00 $ 5,900.00 100% 0% $ - 100% $ 5,900.00 e.
i. PRIMARY POWER SERVICE CONDUIT, (2) - 4" PVC CONDUIT + DUCTBANK 300 LF $ 177.00 $ 53,100.00 55% 15% $ 7,965.00 70% $ 36,965.00 ii. UTILITY TRANSFORMER PAD 1 EA $ 11,800.00 $ 11,800.00 68% 15% $ 1,770.00 83% $ 9,770.00 iii. SECONDARY POWER FEEDER, 800A/3P + DUCTBANK 50 LF $ 82.60 $ 4,130.00 24% 15% $ 619.50 39% $ 1,619.50 iv. MAIN SWITCHBOARD, 800A-277480V-3PH-4W, NEMA-1 + CONCRETE PAD 1 EA $ 11,800.00 $ 11,800.00 34% 12% $ 1,424.10 46% $ 5,424.10 v. TRANSFORMER GROUNDING GRID 1 EA $ 1,180.00 $ 1,180.00 0% 100% $ 1,180.00 100% $ 1,180.00 vi. PROTECTIVE BOLLARDS - ALLOWANCE 10 EA $ 1,770.00 $ 17,700.00 40% 10% $ 1,770.00 50% $ 8,770.00 vii. CUT & PATCH (E) CONCRETE PAVING 23 LF $ 118.00 $ 2,714.00 37% 10% $ 271.40 47% $ 1,271.40 f.
i. DUAL CORD EV CHARGER + PAD 2 EA $ 7,670.00 $ 15,340.00 26% 25% $ 3,835.00 51% $ 7,835.00 ii. U/G CIRCUIT - ASSUME 40A 85 LF $ 88.50 $ 7,522.50 20% 25% $ 1,880.63 45% $ 3,380.63 iii. DUCTBANK 55 LF $ 147.50 $ 8,112.50 18% 22% $ 1,806.37 41% $ 3,306.37 iv. BOLLARD + FOOTING 4 EA $ 1,770.00 $ 7,080.00 21% 20% $ 1,416.00 41% $ 2,916.00 v. CUT & PATCH (E) CONCRETE PAVING 45 LF $ 118.00 $ 5,310.00 28% 20% $ 1,062.00 48% $ 2,562.00 g.
i. ALLOWANCE FOR SITE LIGHTING - TYPE L19 DECO POLE LIGHT + FOOTING, COMPLETE W/ CIRCUITS 5 EA $ 8,260.00 $ 41,300.00 21% 0% $ - 21% $ 8,500.00
ii. REMOVE (E) EAST PARKING POLE LIGHT & RELOCATE + NEW FOOTING & EXTEND/POC CIRCUIT, COMPLETE 1 EA $ 5,900.00 $ 5,900.00 25% 0% $ - 25% $ 1,500.00
h.
i. MISC. SITE UTILITY SYSTEM/TESTING 1 LS $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - a.
i. REMOVE (E) EXT. DOOR/FRAME, PER LEAF 6 EA $ 295.00 $ 1,770.00 100% 0% $ - 100% $ 1,770.00 ii. REMOVE (E) EXT. WINDOWS 148 SF $ 11.80 $ 1,746.40 100% 0% $ - 100% $ 1,746.40 iii. REMOVE (E) EXT. FIXED STOREFRONT 288 SF $ 11.80 $ 3,398.40 100% 0% $ - 100% $ 3,398.40 iv.

ENLARGE (E) 3'W x 4'D EXT. WINDOW OPENING TO CREATE A NEW 9'W x 6'D WINDOW OPENING, SAWCUT/REMOVE PORTION OF EXT. WALL

COMPLETE
4 EA $ 1,180.00 $ 4,720.00 100% 0% $ -
100% $ 4,720.00
v. ENLARGE (E) 4'W x 2'D EXT. WINDOW OPENING TO CREATE A NEW 8'W x 3'D WINDOW OPENING, SAWCUT/REMOVE PORTION OF EXT. WALL 2 EA $ 1,180.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00
vi. SAWCUT/REMOVE PORTION OF (E) EXT. WALL TO CREATE A NEW 8'W x 3'D WINDOW OPENING 1 EA $ 2,950.00 $ 2,950.00 100% 0% $ - 100% $ 2,950.00
vii. SAWCUT/REMOVE 6.33'W x 7.25'H PORTION OF (E) EXT. WALL FOR NEW DUAL-LEAF DOOR OPENING 2 EA $ 2,950.00 $ 5,900.00 100% 0% $ - 100% $ 5,900.00
viii. SAWCUT/REMOVE 3.33'W x 7.25'H PORTION OF (E) EXT. WALL FOR NEW SINGLE DOOR OPENING 1 EA $ 2,950.00 $ 2,950.00 100% 0% $ - 100% $ 2,950.00
ix. REMOVE (E) EXT. WALL - CEMENT PLASTER/LATH, SHEATHING, WOOD STUD & GWB/BATT, COMPLETE 1,818 SF $ 5.90 $ 10,726.20 100% 0% $ - 100% $ 10,726.20
x. REMOVE (E) ROOF MATERIAL & ALL ASSOCIATED COMPONENTS DOWN TO SHEATHING, COMPLETE 9,002 SF $ 5.90 $ 53,111.80 100% 0% $ - 100% $ 53,111.80
xi. REMOVE (E) PARAPET CAP 275 LF $ 11.80 $ 3,245.00 100% 0% $ - 100% $ 3,245.00 xii. REMOVE (E) ROOF EQUIPMENT PAD 267 SF $ 11.80 $ 3,150.60 100% 0% $ - 100% $ 3,150.60 xiii. SAWCUT (E) ROOF FRAMES & SHEATHING 96 LF $ 23.60 $ 2,265.60 100% 0% $ - 100% $ 2,265.60 xiv. REMOVE (E) ROOF FRAMES & SHEATHING, COMPLETE 4,430 SF $ 5.90 $ 26,137.00 100% 0% $ - 100% $ 26,137.00 xv. EXTRA FOR SHORING @ EDGES OF (E) ROOF FRAMING 130 LF $ 35.40 $ 4,602.00 100% 0% $ - 100% $ 4,602.00 xvi. REMOVE (E) PIPE COLUMN & SHORE ROOF STRUCTURE 3 EA $ 295.00 $ 885.00 100% 0% $ - 100% $ 885.00 xvii. REMOVE (E) INT. DOOR/FRAME, PER LEAF 10 EA $ 236.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 xviii. REMOVE (E) INT. FURRING WALL, COMPLETE 70 SF $ 11.80 $ 826.00 100% 0% $ - 100% $ 826.00 xix. REMOVE (E) INT. WALL, SINGLE STUD, COMPLETE 3,612 SF $ 5.90 $ 21,310.80 100% 0% $ - 100% $ 21,310.80 xx. REMOVE (E) INT. WALL, DOUBLE STUD, COMPLETE 910 SF $ 5.90 $ 5,369.00 100% 0% $ - 100% $ 5,369.00 xxi. SAWCUT/REMOVE 6.33'W x 7.25'H PORTION OF (E) INT. WALL FOR NEW DUAL DOOR OPENING 1 EA $ 2,950.00 $ 2,950.00 100% 0% $ - 100% $ 2,950.00
xxii. REMOVE (E) WALL TILE 85 LF $ 47.20 $ 4,012.00 100% 0% $ - 100% $ 4,012.00 xxiii. REMOVE (E) STAGE FLOORING & FRAMES, COMPLETE 208 SF $ 11.80 $ 2,454.40 100% 0% $ - 100% $ 2,454.40 xxiv. REMOVE (E) CERAMIC FLOOR TILE & BASE, COMPLETE 272 SF $ 5.90 $ 1,604.80 100% 0% $ - 100% $ 1,604.80 xxv. REMOVE (E) FLOOR FINISHES & WALL BASES OTHER THAN FLOOR TILE & STAGE FLOORING 8,055 SF $ 5.90 $ 47,524.50 100% 0% $ - 100% $ 47,524.50
xxvi. REMOVE (E) CEILING FINISHES & FRAMES, COMPLETE 8,610 SF $ 3.54 $ 30,479.40 100% 0% $ - 100% $ 30,479.40 xxvii. REMOVE (E) CONCRETE CURB 113 LF $ 23.60 $ 2,666.80 100% 0% $ - 100% $ 2,666.80

ELECTRIC VEHICLE CHARGING STATION

SITE LIGHTING

MISCELLANEOUS
EXISTING CONDITIONS (EXISTING BUILDING RENOVATION + EXTENSION)

SELECTIVE BUILDING DEMOLITION (HAULING INCLUDED)

UTILITIES (SITEWORK)

STORM DRAINS

FIRE WATER

SANITARY SEWER

NATURAL GAS

PRIMARY/SECONDARY POWER SERVICE

SIGNAGE

MISCELLANEOUS
xxviii. SAWCUT (E) SLAB-ON-GRADE 484 LF $ 11.80 $ 5,711.20 100% 0% $ - 100% $ 5,711.20 xxix. REMOVE (E) SLAB & BASE - PER DEDUCTED FLOOR 37 SF $ 11.80 $ 436.60 100% 0% $ - 100% $ 436.60 xxx. REMOVE (E) SLAB & BASE - PER NEW EAST COURTYARD, ELEVATOR PIT, & NEW FOUNDATIONS 1,700 SF $ 11.80 $ 20,060.00 100% 0% $ - 100% $ 20,060.00
xxxi. REMOVE (E) FIRE SPRINKLER SYSTEM 8,600 GSF $ 1.18 $ 10,148.00 100% 0% $ - 100% $ 10,148.00 xxxii. PROTECT (E) KITCHEN EQUIPMENT 342 SF $ 3.54 $ 1,210.68 100% 0% $ - 100% $ 1,210.68 xxxiii. PROTECT (E) INT. DOOR/FRAME, PER LEAF 2 EA $ 118.00 $ 236.00 100% 0% $ - 100% $ 236.00 xxxiv. PROTECT (E) 3' x 4' EXT. WINDOW 1 EA $ 118.00 $ 118.00 100% 0% $ - 100% $ 118.00 xxxv. PROTECT (E) PIPE COLUMNS 3 EA $ 118.00 $ 354.00 100% 0% $ - 100% $ 354.00 xxxvi. MISC. SELECTIVE DEMO & PROTECTION WORK 8,600 GSF $ 0.30 $ 2,537.00 100% 0% $ - 100% $ 2,537.00 b.
i.

REMOVE (E) RESTROOM PLUMBING FIXTURES (ASSUME 8 FIXTURES @

EXISTING MEN & WOMEN RESTROOM) & ALL ASSOCIATED PIPING,

COMPLETE
272 SF $ 17.70 $ 4,814.40 100% 0% $ -
100% $ 4,814.40
c.
i. REMOVE (E) AC ROOFTOP UNIT, COMPLETE 4 EA $ 560.50 $ 2,242.00 100% 0% $ - 100% $ 2,242.00 ii. REMOVE (E) ROOF EXHAUST FAN 2 EA $ 354.00 $ 708.00 100% 0% $ - 100% $ 708.00 iii. REMOVE (E) DUCTWORK, DIFFUSERS/GRILLES, & ALL RELATED COMPONENTS, COMPLETE 8,600 GSF $ 0.55 $ 4,720.00 100% 0% $ - 100% $ 4,720.00
iv. REMOVE (E) EQUIPMENT CONTROLS 6 EA $ 236.00 $ 1,416.00 100% 0% $ - 100% $ 1,416.00 d. $ -
i. MISC. HVAC DEMO & PROTECTION WORK 8,600 GSF $ 0.24 $ 2,029.60 100% 0% $ - 100% $ 2,029.60 ii. REMOVE (E) ELECTRICAL EQUIPMENT & PANELS EXCLUDING PANEL "K", PANEL "L", & XFMR "T3" 8,600 GSF $ 1.18 $ 10,148.00 100% 0% $ - 100% $ 10,148.00
iii. POD/REMOVE (E) PANEL "K" FEEDER 100 LF $ 29.50 $ 2,950.00 100% 0% $ - 100% $ 2,950.00 iv. POD/REMOVE (E) HVAC EQUIPMENT FEEDER 6 EA $ 590.00 $ 3,540.00 100% 0% $ - 100% $ 3,540.00 v. REMOVE (E) BRANCH POWER SYSTEM 8,600 GSF $ 1.18 $ 10,148.00 100% 0% $ - 100% $ 10,148.00 vi. REMOVE (E) LIGHTING SYSTEM 8,600 GSF $ 1.18 $ 10,148.00 100% 0% $ - 100% $ 10,148.00 vii. REMOVE (E) COMMUNICATIONS SYSTEM 8,600 GSF $ 0.55 $ 4,720.00 100% 0% $ - 100% $ 4,720.00 viii. REMOVE (E) FIRE ALARM SYSTEM 8,600 GSF $ 0.30 $ 2,537.00 100% 0% $ - 100% $ 2,537.00 ix. REMOVE (E) SECURITY SYSTEM 8,600 GSF $ 0.30 $ 2,537.00 100% 0% $ - 100% $ 2,537.00 a.
i. INCLUDED PER SEPARATE ADDITION 0 0 $ - 0 0% 0% $ - 0% b.
i. BULK EXCAVATION 47 CY $ 376.59 $ 17,699.50 100% 0% $ - 100% $ 17,699.50 ii. WALL FOOTING 5 CY $ 1,180.00 $ 5,900.00 100% 0% $ - 100% $ 5,900.00 iii. 8" CONCRETE RETAINING WALL 210 SF $ 295.00 $ 61,950.00 100% 0% $ - 100% $ 61,950.00 iv. 12" CONCRETE SLAB + V.B. + AB 106 SF $ 44.84 $ 4,753.04 100% 0% $ - 100% $ 4,753.04 v. EXTRA FOR SUMP PIT + PUMP/PIPING, COMPLETE 1 EA $ 5,900.00 $ 5,900.00 100% 0% $ - 100% $ 5,900.00 vi. WATERPROOFING 326 SF $ 324.50 $ 105,787.00 100% 0% $ - 100% $ 105,787.00 vii. BACKFILL & COMPACT 20 CY $ 236.00 $ 4,720.00 100% 0% $ - 100% $ 4,720.00 viii. HAUL/EXPORT SURPLUS + 15% SWELL VOLUME 31 CY $ 70.80 $ 2,194.80 100% 0% $ - 100% $ 2,194.80 ix. TEMP. SHORING, 6.75'D + REMOVAL $ - $ - 100% 0% $ - 100% $ - c.
i. REPLACEMENT SLAB-ON-GRADE + V.B./AB, 5"/4" 1,216 SF $ 35.40 $ 43,046.40 100% 0% $ - 100% $ 43,046.40 ii. EXTENDED SLAB-ON-GRADE + V.B./AB, 5"/4" 221 SF $ 35.40 $ 7,823.40 100% 0% $ - 100% $ 7,823.40 iii. REPAIR/PATCH (E) SLAB-ON-GRADE - @ RESTROOM 272 SF $ 47.20 $ 12,838.40 100% 0% $ - 100% $ 12,838.40 iv. THICKENED SLAB OVER FOOTING 11 CY $ 590.00 $ 6,490.00 100% 0% $ - 100% $ 6,490.00 v. THICKENED SLAB EDGE 1 CY $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 vi. JOIN SLAB TO EXISTING 545 LF $ 35.40 $ 19,293.00 100% 0% $ - 100% $ 19,293.00 vii. CONCRETE CURB, 4" - 6"W x 6"H 165 LF $ 35.40 $ 5,841.00 100% 0% $ - 100% $ 5,841.00 viii. CONCRETE CURB, 12"W x 6"H 15 LF $ 42.48 $ 637.20 100% 0% $ - 100% $ 637.20 ix. CONCRETE CMU STARTER, 8"W x 18"H 65 LF $ 35.40 $ 2,301.00 100% 0% $ - 100% $ 2,301.00 x. CONCRETE CMU STARTER, 12"W x 18"H 16 LF $ 35.40 $ 566.40 100% 0% $ - 100% $ 566.40 $ -
a. $ -
i. 8" BURNISHED FACE CMU WALL 519 SF $ 77.88 $ 40,419.72 100% 0% $ - 100% $ 40,419.72 b. $ -
i. 8" CMU WALL - PARTITION/LOAD BEARING 677 SF $ 86.14 $ 58,316.78 100% 0% $ - 100% $ 58,316.78 ii. 12" CMU WALL - PARTITION/LOAD BEARING 291 SF $ 95.58 $ 27,813.78 100% 0% $ - 100% $ 27,813.78 iii. 12" CMU WALL - ELEVATOR SHAFT 714 SF $ 95.58 $ 68,244.12 100% 0% $ - 100% $ 68,244.12 $ -
a. $ -
i. PERFORATED METAL PANEL O/ PLASTER WALL 208 SF $ 265.50 $ 55,224.00 69% 26% $ 14,500.00 95% $ 52,500.00 ii. PERFORATED METAL PANEL O/ GLAZING 494 SF $ 265.50 $ 131,157.00 56% 11% $ 14,500.00 67% $ 87,500.00 b. $ -
i. ELEVATOR PIT LADDER + PAINT 1 EA $ 4,720.00 $ 4,720.00 8% 92% $ 4,326.67 100% $ 4,720.00 ii. ACCESS LADDER TO MECH. WELL, +/-3'H 1 EA $ 3,540.00 $ 3,540.00 11% 11% $ 393.33 22% $ 786.67 iii. WALL BACKING SUPPORT FOR TV MONITOR 6 EA $ 590.00 $ 3,540.00 11% 0% $ - 11% $ 393.33 iv. MISC. METALS ALLOWANCE 8,408 GSF $ - $ - 0% 0% $ - 0% $ - $ -
a. $ -
i. 24"W PLAM BASE CABINET W/ SOLID SURFACE TOP & 4"H BACKSPLASH 48 LF $ 1,180.00 $ 56,640.00 3% 0% $ - 3% $ 1,699.20 ii. 32"W WALL-MOUNTED COMPUTER COUNTER 34 LF $ 590.00 $ 20,060.00 3% 0% $ - 3% $ 601.80 iii. 27"W PASS-THRU COUNTER 10 LF $ 590.00 $ 5,900.00 3% 0% $ - 3% $ 177.00 iv. 14"W WALL-MOUNTED COUNTER + 4"H BACKSPLASH 9 LF $ 590.00 $ 5,310.00 3% 0% $ - 3% $ 159.30 v. 12"W x 24"H CASEWORK W/ (3) UPPER SHELVES 8 LF $ 590.00 $ 4,720.00 3% 0% $ - 3% $ 141.60 vi. 12"W x 24"H CASEWORK W/ (4) UPPER SHELVES 8 LF $ 590.00 $ 4,720.00 3% 0% $ - 3% $ 141.60 vii. 12"W x 24"H CASEWORK W/ (5) UPPER SHELVES 12 LF $ 590.00 $ 7,080.00 3% 0% $ - 3% $ 212.40 viii. 18"W x 24"H CASEWORK 8 LF $ 590.00 $ 4,720.00 3% 0% $ - 3% $ 141.60 ix. 20"W x 18"H BUILT-UP SEATWALL CUSTOM LOBBY COUNTER 17 LF $ 885.00 $ 15,045.00 3% 0% $ - 3% $ 451.35 x. COUNTERTOP, CUSTOM 3.5'H CURVED LOW WALL - 3 5/8" METAL STUD W/ WOOD VENEER 22 SF $ 1,770.00 $ 38,940.00 3% 0% $ -
3% $ 1,168.20
xi. GWB BOTH SIDES + CAP 2.5'H PLAM UPPER CABINET 6 LF $ 590.00 $ 3,540.00 3% 0% $ - 3% $ 105.95 xii. MISC. FINISH CARPENTRY ALLOWANCE 8,408 GSF $ - $ - 0% 0% $ - 0% $ - b. $ -
i. EXT. WOOD STUD, 2" x 6" - INFILLS 82 SF $ 47.20 $ 3,870.40 58% 42% $ 1,611.84 100% $ 3,870.40 ii. WOOD FRAMING TO NEW DOOR & WINDOW OPENINGS 245 LF $ 177.00 $ 43,365.00 70% 30% $ 13,009.50 100% $ 43,365.00 iii. WOOD POST, 6" x 6" 274 LF $ 354.00 $ 96,996.00 79% 21% $ 20,378.66 100% $ 97,305.90 iv. PLYWOOD SHEATHING 82 SF $ 11.80 $ 967.60 67% 0% $ - 67% $ 648.29 v. ROOF BEAM, 4" x 12" 92 LF $ 590.00 $ 54,280.00 75% 0% $ - 75% $ 40,925.68 vi. POST HOLDOWN 17 EA $ 295.00 $ 5,015.00 66% 0% $ - 66% $ 3,309.90 vii. WOOD FRAMING TO PORTION OF LOW ROOF @ NORTH + 1/2" ROOF PLYWOOD SHEATHING 86 SF $ 47.20 $ 4,059.20 66% 0% $ -
66% $ 2,679.07
viii. 3/4" CD APA-RATED ROOF SHEATHING @ SLOPE + 2X WOOD FRAMES/NAILERS 688 SF $ 17.70 $ 12,177.60 66% 0% $ - 66% $ 8,037.22 ix. PREP (E) ROOF PLYWOOD SHEATHING FOR NEW ROOFING MATERIAL INSTALLATION 8,314 SF $ 0.30 $ 2,452.63 66% 0% $ - 66% $ 1,618.74 x. ALLOWANCE FOR 5% ROOF SHEATHING REPLACEMENT 416 SF $ 11.80 $ 4,908.80 66% 0% $ - 66% $ 3,239.81 xi. MISC. ROUGH CARPENTRY ALLOWANCE (blockings, nailers, sills, misc. headers, AB, straps, etc.) 8,408 GSF $ - $ - 0% 0% $ -
0% $ -
$ -
a. $ -
i. SINGLE-PLY ROOFING MEMBRANE - LOW ROOF 8,236 SF $ 11.59 $ 95,435.470 10% 0% $ - 10% $ 10,000.00 ii. SINGLE-PLY ROOFING MEMBRANE - MECH. WELL 852 SF $ 11.59 $ 9,872.640 0% 0% $ - 0% $ - iii. ROOF BOARD 9,088 SF $ 0.91 $ 8,257.360 0% 0% $ - 0% $ - iv. 2" thk RIGID INSULATION 9,088 SF $ 1.82 $ 16,514.710 0% 0% $ - 0% $ - v. VAPOR BARRIER 9,088 SF $ 1.14 $ 10,402.120 0% 0% $ - 0% $ - vi. PARAPET COPING 176 LF $ 118.00 $ 20,768.000 0% 0% $ - 0% $ - vii. ROOF EDGE FLASHING 174 LF $ 10.86 $ 1,888.940 0% 0% $ - 0% $ - viii. WALL-TO-ROOF FLASHING + REGLET 402 LF $ 59.00 $ 23,718.000 0% 0% $ - 0% $ - b. $ -
CARPENTRY (EXISTING BUILDING RENOVATION + EXTENSION)

FINISH CARPENTRY

ROUGH CARPENTRY
THERMAL & MOISTURE PROTECTION (EXISTING BUILDING RENOVATION + EXTENSION)

ROOFING

MISCELLANEOUS
MASONRY (EXISTING BUILDING RENOVATION + EXTENSION)

EXTERIOR CMU WALL

INTERIOR CMU WALL
METALS (EXISTING BUILDING RENOVATION + EXTENSION)

PERFORATED METAL PANEL SYSTEM
MISC. METALS

HVAC DEMOLITION

ELECTRICAL DEMOLITION
CONCRETE (EXISTING BUILDING RENOVATION + EXTENSION)

FOUNDATION

ELEVATOR PIT
SLAB-ON-GRADE/CURBS 55 LF

PLUMBING DEMOLITION
i. MISC. CAULKING & SEALANTS ALLOWANCE 8,408 GSF $ - 0 0% 0% $ - 0% $ - ii. MISC. FIRESTOPPING ALLOWANCE 8,408 GSF $ - 0 0% 0% $ - 0% $ - $ -
a. $ -
i. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3.25'W x 9'H 1 PR $ 3,427.90 $ 3,427.90 100% 0% $ - 100% $ 3,437.50 ii. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3'W x 9'H 1 PR $ 3,427.90 $ 3,427.90 100% 0% $ - 100% $ 3,437.50 iii. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3.07'W x 8'H 1 PR $ 3,427.90 $ 3,427.90 100% 0% $ - 100% $ 3,437.50 iv. ALUM-GLASS DOOR/ALUM FRAME, 2.71'W x 8'H 1 EA $ 3,427.90 $ 3,427.90 100% 0% $ - 100% $ 3,437.50 v. HM DOOR/HM FRAME, (2) - 3'W x 7'H 1 PR $ 9,440.00 $ 9,440.00 100% 0% $ - 100% $ 9,440.00 vi. HM DOOR/HM FRAME, 3'W x 8'H 3 EA $ 4,720.00 $ 14,160.00 33% 0% $ - 33% $ 4,685.00 vii. EXTRA FOR PANIC HARDWARE 5 EA $ 2,360.00 $ 11,800.00 58% 0% $ - 58% $ 6,875.00 viii. PAINT TO HM DOOR/FRAME, PER LEAF EXTERIOR 3 EA $ 188.80 $ 566.40 0% 0% $ - 0% $ - b. $ -
i. STOREFRONT/CURTAIN WALL SYSTEM 3,948 SF $ 29.50 $ 116,466.00 7% 49% $ 57,500.00 57% $ 66,000.00 ii. EXTRA FOR OPERABLE AWNING PANEL, 3'W x 4'H 1 EA $ 1,155.22 $ 1,155.22 0% 0% $ - 0% $ - iii. EXTRA FOR OPERABLE AWNING PANEL, 4'W x 5'H 11 EA $ 1,384.14 $ 15,225.54 3% 0% $ - 3% $ 500.00 iv. TRANSOM, 6.25'W x 3'H INTERIOR 1 EA $ 679.68 $ 679.68 0% 0% $ - 0% $ - v. FRITTED GLASS 282 SF $ 332.76 $ 93,838.32 9% 0% $ - 9% $ 8,500.00 c. $ -
i. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3'W x 9'H 1 PR $ 3,427.90 $ 3,427.90 60% 0% $ - 60% $ 2,056.74 ii. SLIDING ALUM-GLASS DOOR/ALUM FRAME, 3'W x 8.67'H 1 EA $ 3,744.14 $ 3,744.14 60% 0% $ - 60% $ 2,246.48 iii. HM DOOR/HM FRAME, (2) - 3'W x 8'H 2 PR $ 9,440.00 $ 18,880.00 89% 0% $ - 89% $ 16,717.22 iv. HM DOOR/HM FRAME, 3'W x 8'H 8 EA $ 4,720.00 $ 37,760.00 73% 26% $ 10,000.00 99% $ 37,456.36 v. SC WD-GLASS DOOR/HM FRAME, 3'W x 8'H 3 EA $ 4,720.00 $ 14,160.00 60% 0% $ - 60% $ 8,496.00 vi. SC WD DOOR/HM FRAME, 3'W x 8'H 3 EA $ 4,720.00 $ 14,160.00 60% 0% $ - 60% $ 8,496.00 vii. EXTRA FOR PANIC HARDWARE 2 EA $ 2,360.00 $ 4,720.00 60% 0% $ - 60% $ 2,832.00 viii. PAINT TO DOOR/FRAME, PER LEAF 15 EA $ 188.80 $ 2,832.00 60% 0% $ - 60% $ 1,699.20 ix. PAINT TO FRAME, PER LEAF INTERIOR 3 EA $ 188.80 $ 566.40 0% 0% $ - 0% $ - d. $ -
i. ALUM-FRAMED STOREFRONT 573 SF $ 29.50 $ 16,903.50 15% 0% $ - 15% $ 2,500.00 $ -
a. $ -
i. CEMENT PLASTER + LATH/V.B. - SMOOTH FINISH 984 SF $ 47.20 $ 46,444.80 0% 100% $ 46,444.80 100% $ 46,444.80 ii. CEMENT PLASTER + LATH/V.B. - RIBBED FINISH 200 SF $ 47.20 $ 9,440.00 0% 100% $ 9,440.00 100% $ 9,440.00 iii. 2" RIGID R12 INSULATION 1,184 SF $ 5.90 $ 6,985.60 0% 100% $ 6,985.60 100% $ 6,985.60 iv. GLASSMAT SHEATHING 1,102 SF $ 4.72 $ 5,201.44 0% 100% $ 5,201.44 100% $ 5,201.44 v. PAINT TO CEMENT PLASTER 1,184 SF $ 4.13 $ 4,889.92 0% 0% $ - 0% $ - vi. PATCH/PAINT TO (E) PLASTER WALL 5,064 SF $ 4.13 $ 20,914.32 0% 0% $ - 0% $ - vii. 6" x 20 GA. METAL STUD WALL 1,102 SF $ 23.60 $ 26,007.20 0% 46% $ 11,928.16 46% $ 11,928.16 viii. 6" x 20 GA.METAL STUD INFILL 82 SF $ 23.60 $ 1,935.20 0% 0% $ - 0% $ - ix. 6" x 20 GA. METAL STUD FURRING - INT. OF EXT. CMU 519 SF $ 23.60 $ 12,248.40 0% 0% $ - 0% $ - x. 5/8" GWB + PAINT - INT. OF EXT. 1,702 SF $ 14.16 $ 24,100.32 0% 0% $ - 0% $ - xi. PATCH/PAINT TO (E) INT. OF EXT. WALL 3,130 SF $ 2.36 $ 7,386.80 0% 0% $ - 0% $ - xii. BATT INSULATION 1,702 SF $ 1.18 $ 2,008.36 0% 0% $ - 0% $ - b. $ -
i. 7/8" FURRING CHANNEL 1,485 SF $ 23.60 $ 35,046.00 0% 51% $ 17,873.46 51% $ 17,873.46 ii. 3 5/8" x 20 GA. FURRING METAL STUD 20 SF $ 23.60 $ 472.00 0% 51% $ 240.72 51% $ 240.72 iii. 6" x 20 GA. FURRING METAL STUD 94 SF $ 23.60 $ 2,218.40 0% 51% $ 1,131.38 51% $ 1,131.38 iv. 3 5/8" x 20 GA. METAL STUD - LOW WALL 60 SF $ 23.60 $ 1,416.00 0% 51% $ 722.16 51% $ 722.16 v. 3 5/8" x 20 GA. METAL STUD WALL 1,180 SF $ 23.60 $ 27,848.00 0% 51% $ 14,202.48 51% $ 14,202.48 vi. 6" x 20 GA. METAL STUD INFILL 24 SF $ 23.60 $ 566.40 0% 51% $ - 51% $ 288.86 vii. 6" x 20 GA. METAL STUD WALL 2,679 SF $ 23.60 $ 63,224.40 0% 51% $ 32,244.44 51% $ 32,244.44 viii. 8" x 20 GA. METAL STUD WALL 56 SF $ 23.60 $ 1,321.60 0% 51% $ 674.02 51% $ 674.02 ix. (2) - 3 5/8" x 20 GA. METAL STUD WALL 293 SF $ 23.60 $ 6,914.80 0% 51% $ 3,526.55 51% $ 3,526.55 x. (2) - 6" x 20 GA. METAL STUD WALL 282 SF $ 23.60 $ 6,655.20 0% 51% $ 3,394.15 51% $ 3,394.15 xi. 5/8" GWB + PAINT 10,747 SF $ 14.16 $ 152,177.52 0% 51% $ 77,610.54 51% $ 77,610.54 xii. BATT INSULATION 5,089 SF $ 1.18 $ 6,005.02 0% 51% $ 3,062.56 51% $ 3,062.56 xiii. PAINT CONCRETE COLUMNS 461 SF $ 5.90 $ 2,719.90 0% 51% $ 1,387.15 51% $ 1,387.15 xiv. PAINT TO CMU WALLS 1,022 SF $ 2.36 $ 2,411.92 0% 51% $ 1,230.08 51% $ 1,230.08 xv. PAINT TO (E) STUD WALLS 3,640 SF $ 2.36 $ 8,590.40 0% 51% $ 4,381.10 51% $ 4,381.10 xvi. PAINT TO EXPOSED STEEL COLUMN 60 LF $ 5.90 $ 354.00 0% 36% $ 127.75 36% $ 127.75 xvii. 9'H WOOD WALL PANEL 369 SF $ 47.20 $ 17,416.80 0% 51% $ 8,882.57 51% $ 8,882.57 xviii. BATHROOM TILE 179 SF $ 47.20 $ 8,448.80 0% 51% $ 4,308.89 51% $ 4,308.89 c. $ -
i. WALK-OFF MAT (RECESSED) 100 SF $ 59.00 $ 5,900.00 0% 0% $ - 0% $ - ii. SANDED & SEALED CONCRETE FLOOR, LEVEL 1 FLAT 402 SF $ 29.50 $ 11,859.00 0% 0% $ - 0% $ - iii. SANDED & SEALED CONCRETE FLOOR, LEVEL 3 GRIND, SEMI-POLISHED 788 SF $ 29.50 $ 23,246.00 0% 0% $ - 0% $ - iv. SANDED CONCRETE FLOOR W/ POLYASPARTIC SEALER 960 SF $ 29.50 $ 28,320.00 0% 0% $ - 0% $ - v. CARPET TILE 1,080 SF $ 8.26 $ 8,920.80 0% 0% $ - 0% $ - vi. LINOLEUM FLOORING, PATTERNED 4,670 SF $ 14.18 $ 66,237.41 0% 0% $ - 0% $ - vii. WALL BASE - @ VINYL/CARPET FLOOR 720 LF $ 3.81 $ 2,744.21 0% 0% $ - 0% $ - viii. WALL BASE - @ SEALED CONCRETE FLOOR 570 LF $ 5.90 $ 3,363.00 0% 0% $ - 0% $ - d. $ -
i. 2' x 2' ACT T-BAR CEILING 2,870 SF $ 11.10 $ 31,867.91 0% 0% $ - 0% $ - ii. DECO ACOUSTICAL CEILING PANEL + FRAMES 1,334 SF $ 24.26 $ 32,363.91 0% 0% $ - 0% $ - iii. GWB CEILING + METAL STUD FRAMES + BATT 3,330 SF $ 36.58 $ 121,811.40 0% 0% $ - 0% $ - iv. PAINT TO GWB CEILING 3,330 SF $ 3.54 $ 11,788.20 0% 0% $ - 0% $ - v. PAINT TO U/S SLAB DECK 196 SF $ 5.90 $ 1,156.40 0% 0% $ - 0% $ - vi. PAINT TO U/S STAIR 1 LS $ 4,956.00 $ 4,956.00 0% 0% $ - 0% $ - e. $ -
i. 6" x 20 GA. METAL STUD 1,787 SF $ 23.60 $ 42,173.20 0% 0% $ - 0% $ - ii. 5/8" GWB + PAINT 1,168 SF $ 9.92 $ 11,591.00 0% 0% $ - 0% $ - f. $ -
i. PAINT (E) PLASTER SOFFIT 313 SF $ 2.36 $ 738.68 0% 0% $ - 0% $ - g. $ -
i. MISC. FINISHES/PAINT/TOUCH-UP ALLOWANCE 8,408 GSF $ - 0 0% 0% $ - 0% $ - $ -
a. $ -
i. TOILET PARTITION, ADA 2 EA $ 4,852.16 $ 9,704.32 0% 0% $ - 0% $ - ii. TOILET PARTITION, REG. 1 EA $ 4,852.16 $ 4,852.16 0% 0% $ - 0% $ - iii. ADA L-SHAPED GRAB BAR 4 EA $ 224.20 $ 896.80 0% 0% $ - 0% $ - iv. COMBINATION RECESSED TOILET SEAT COVER DISPENSER, WASTE DISPOSAL & TOILET TISSUE DISPENSER 5 EA $ 613.60 $ 3,068.00 0% 0% $ - 0% $ -
v. AUTOMATIC WALL-MOUNTED SOAP DISPENSER 6 EA $ 253.70 $ 1,522.20 0% 0% $ - 0% $ - vi. AUTOMATIC WARM AIR HAND DRYER, RECESSED 4 EA $ 1,516.30 $ 6,065.20 0% 0% $ - 0% $ - viii. ADA MIRROR, 18"W x 72"H 2 EA $ 590.00 $ 1,180.00 0% 0% $ - 0% $ - ix. BEVELED EDGE MIRROR, ROUND TOP, 2.33'W x 3.67'H 6 EA $ 1,019.52 $ 6,117.12 0% 0% $ - 0% $ - x. BABY CHANGING STATION 2 EA $ 158.12 $ 316.24 0% 0% $ - 0% $ - b. $ -
i. COUNTER SINK ACCESSORIES, PER FIXTURE 1 EA $ 590.00 $ 590.00 0% 0% $ - 0% $ - ii. FIRE EXTINGUISHER + RECESSED CABINET 3 EA $ 1,180.00 $ 3,540.00 0% 0% $ - 0% $ - iii. SIGNAGE - INT./EXT. 8,408 GSF $ 2.48 $ 20,835.02 0% 0% $ - 0% $ - iv. MISC. SPECIALTIES ALLOWANCE 8,408 GSF $ - $ - 0% 0% $ - 0% $ - $ -
a. ALL EQUIPMENT - N.I.C. $ -
$ -
a. $ -
i. WINDOW SHADES, MOTORIZED 1,721 SF $ 11.80 $ 20,307.80 0% 0% $ - 0% $ -

WINDOW SHADES

MISCELLANEOUS
SPECIALTIES (EXISTING BUILDING RENOVATION + EXTENSION)

RESTROOM SPECIALTIES
MISC. SPECIALTIES
EQUIPMENT (EXISTING BUILDING RENOVATION + EXTENSION)
FURNISHINGS (EXISTING BUILDING RENOVATION + EXTENSION)

EXTERIOR WALLS

INTERIOR WALLS

FLOOR FINISHES

CEILING FINISHES

VERTICAL SOFFITS

EXTERIOR SOFFIT
OPENINGS (EXISTING BUILDING RENOVATION + EXTENSION)
EXTERIOR DOORS + H.W.

WINDOWS
DOORS + H.W.

WINDOWS
FINISHES (EXISTING BUILDING RENOVATION + EXTENSION)
ii. WINDOW SHADES, MANUAL 460 SF $ 7.08 $ 3,256.80 0% 0% $ - 0% $ - b. $ -
i. ALL FF & E - N.I.C. $ - 0 0% 0% $ - 0% $ -
$ -
THIS SECTION NOT APPLICABLE $ - 0 0% 0% $ - 0% $ -
$ -
$ - 0 0% 0% $ - 0% $ -
$ -
a. $ -
i. FIRE SPRINKLER WET SYSTEM + RISER, COMPLETE 8,408 GSF 8408 GSF $ 14.42 $ 121,240.00 10% 30% $ 36,000.00 40% $ 48,000.00 $ -
a. $ -
i. INCLUDED PER SEPARATE ADDITION ESTIMATE 0 $ - 0 0% 0% $ - 0% $ - b. $ -
i. WATER CLOSET, WALL HUNG 5 EA $ 1,770.00 $ 8,850.00 16% 45% $ 3,982.50 61% $ 5,397.50 ii. URINAL 1 EA $ 1,180.00 $ 1,180.00 14% 45% $ 531.00 59% $ 698.00 iii. LAVATORY SINK, WALL 6 EA $ 1,180.00 $ 7,080.00 2% 45% $ 3,186.00 47% $ 3,353.00 iv. COUNTER SINK 2 EA $ 1,180.00 $ 2,360.00 7% 45% $ 1,062.00 52% $ 1,229.00 v. HI-LO DRINKING FOUNTAIN 1 EA $ 5,900.00 $ 5,900.00 3% 45% $ 2,655.00 48% $ 2,822.00 vi. ROUGH-INS AT 15 EA $ 590.00 $ 8,850.00 16% 12% $ 1,083.50 28% $ 2,500.50 c. $ -
i. 1/2" TPW PIPE + INSULATION - BELOW SLAB 10 LF $ 88.50 $ 885.00 29% 71% $ 625.29 100% $ 885.00 ii. 1/2" CW PIPE 104 LF $ 47.20 $ 4,908.80 38% 62% $ 3,043.14 100% $ 4,908.80 iii. 3/4" CW PIPE 48 LF $ 59.00 $ 2,832.00 48% 52% $ 1,485.54 100% $ 2,832.00 iv. 1" CW PIPE 20 LF $ 70.80 $ 1,416.00 28% 72% $ 1,023.54 100% $ 1,416.00 v. 1 1/2" CW PIPE 80 LF $ 94.40 $ 7,552.00 33% 24% $ 1,822.50 58% $ 4,348.96 vi. 2" CW PIPE 95 LF $ 118.00 $ 11,210.00 54% 0% $ - 54% $ 6,088.07 vii. 2 1/2" CW PIPE 25 LF $ 141.60 $ 3,540.00 48% 0% $ - 48% $ 1,700.46 viii. HOSE BIBB, 3/4" 2 EA $ 590.00 $ 1,180.00 33% 0% $ - 33% $ 392.46 ix. WATER HAMMER ARRESTOR, 3/4" 2 EA $ 590.00 $ 1,180.00 33% 0% $ - 33% $ 392.46 x. TRAP PRIMER 1 EA $ 590.00 $ 590.00 37% 0% $ - 37% $ 215.46 xi. POC 1" CW PIPE TO WATER HEATER 1 EA $ 590.00 $ 590.00 37% 0% $ - 37% $ 215.46 xii. WALL ACCESS PANEL 3 EA $ 590.00 $ 1,770.00 32% 0% $ - 32% $ 569.46 xiii. EXT. WALL PENETRATION, 3" PIPE 1 EA $ 118.00 $ 118.00 30% 0% $ - 30% $ 35.40 d. $ -
i. 1/2" HW PIPE 98 LF $ 47.20 $ 4,625.60 1% 50% $ 2,312.80 51% $ 2,375.30 ii. 3/4" HW/HWR PIPE 220 LF $ 59.00 $ 12,980.00 44% 50% $ 6,490.00 94% $ 12,240.00 iii. 1" HW PIPE 20 LF $ 70.80 $ 1,416.00 4% 8% $ 113.96 12% $ 176.46 iv. PIPE INSULATION, 1/2" PIPE 98 LF $ 5.90 $ 578.20 11% 45% $ 260.19 56% $ 322.69 v. PIPE INSULATION, 3/4" PIPE 220 LF $ 5.90 $ 1,298.00 5% 45% $ 584.10 50% $ 646.60 vi. PIPE INSULATION, 1" PIPE 20 LF $ 5.90 $ 118.00 0% 45% $ 53.10 45% $ 53.10 vii. POC 1" HW PIPE TO WATER HEATER 1 EA $ 295.00 $ 295.00 0% 45% $ 132.75 45% $ 132.75 viii. ROOF PENETRATION, 1" PIPE 1 EA $ 118.00 $ 118.00 0% 45% $ 53.10 45% $ 53.10 e. $ -
i. 1 1/2" VENT PIPE - WALL/CEILING 184 LF $ 59.00 $ 10,856.00 73% 20% $ 2,171.20 93% $ 10,096.08 ii. 2" VENT PIPE - WALL/CEILING 94 LF $ 70.80 $ 6,655.20 73% 20% $ 1,331.04 93% $ 6,189.34 iii. 3" VENT PIPE - WALL/CEILING 16 LF $ 82.60 $ 1,321.60 73% 20% $ 264.32 93% $ 1,229.09 iv. 2" WASTE PIPE - WALL 22 LF $ 82.60 $ 1,817.20 73% 20% $ 363.44 93% $ 1,690.00 v. 4" WASTE PIPE - WALL 10 LF $ 94.40 $ 944.00 73% 20% $ 188.80 93% $ 877.92 vi. 1 1/4" VENT PIPE - BELOW SLAB 6 LF $ 88.50 $ 531.00 73% 20% $ 106.20 93% $ 493.83 vii. 2" WASTE PIPE - BELOW SLAB 52 LF $ 94.40 $ 4,908.80 73% 20% $ 981.76 93% $ 4,565.18 viii. 4" WASTE PIPE - BELOW SLAB 104 LF $ 118.00 $ 12,272.00 83% 20% $ 2,454.40 103% $ 12,662.96 ix. FLOOR DRAIN 2 EA $ 1,180.00 $ 2,360.00 73% 20% $ 472.00 93% $ 2,194.80 x. 2" WCO 1 EA $ 590.00 $ 590.00 73% 20% $ 118.00 93% $ 548.70 xi. 4" WCO 1 EA $ 590.00 $ 590.00 73% 20% $ 118.00 93% $ 548.70 xii. 2" VTR + FLASHING 1 EA $ 295.00 $ 295.00 73% 20% $ 59.00 93% $ 274.35 xiii. 3" VTR + FLASHING 1 EA $ 295.00 $ 295.00 73% 20% $ 59.00 93% $ 274.35 xiv. CUT & PATCH (E) SLAB-ON-GRADE 150 LF $ 118.00 $ 17,700.00 80% 7% $ 1,312.84 88% $ 15,493.30 xv. EXT. STEM WALL PENETRATION, 4" PIPE 1 EA $ 1,180.00 $ 1,180.00 73% 0% $ - 73% $ 861.40 f. $ -
i. 3/4" CD PIPE 230 LF $ 59.00 $ 13,570.00 6% 0% $ - 6% $ 750.00 ii. PIPE INSULATION, 3/4" PIPE 230 LF $ 5.90 $ 1,357.00 9% 0% $ - 9% $ 125.00 iii. POC TO SINK TAILPIECE 2 EA $ 295.00 $ 590.00 0% 0% $ - 0% $ - iv. POC TO HVAC UNIT W/ TRAP & VENT 11 EA $ 590.00 $ 6,490.00 2% 0% $ - 2% $ 125.00 g. $ -
i. SEE DIVISION 7 FOR GUTTER & DOWNSPOUT 0% 0% $ -
h. $ -
i. EXTEND & POC (E) GAS PIPE TO NEW ROOFTOP UNIT "AC-1" at MECH. WELL, COMPLETE 1 EA $ 590.00 $ 590.00 44% 0% $ -
44% $ 260.33
i. $ -
i. VALVES & SPECIALTIES 1 LS $ 1,180.00 $ 1,180.00 44% 0% $ - 44% $ 520.67 ii. MISC. PLUMBING SYSTEM 8,408 GSF $ 0.12 $ 992.14 47% 0% $ - 47% $ 464.31 iii. MISC./TESTING 1 LS $ 590.00 $ 590.00 43% 0% $ - 43% $ 254.69 iv. ALLOWANCE FOR PLUMBING DESIGN COORDINATION FROM
SCHEMATIC DESIGN DRAWINGS 1 LS $ - $ - 0% 0% $ -
0% $ -
$ -
a. $ -
i. AC1 - GAS-ELECTRIC RTU, 12.5 TON, 5000 CFM 1 EA $ 11,800.00 $ 11,800.00 100% 0% $ - 100% $ 11,800.00 ii. EXTRA FOR MODULATING ECONOMIZER 1 EA $ 1,770.00 $ 1,770.00 100% 0% $ - 100% $ 1,770.00 iii. EXTRA FOR VIBRATION ISOLATION 1 SET $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 iv. EXTRA FOR EQUIPMENT PLATFORM 1 EA $ 1,770.00 $ 1,770.00 100% 0% $ - 100% $ 1,770.00 v. DUCTWORK 2,150 LBS $ 41.30 $ 88,795.00 54% 0% $ - 54% $ 48,071.54 vi. DUCT INSULATION 1,585 SF $ 4.72 $ 7,481.20 100% 0% $ - 100% $ 7,481.20 vii. EQUIPMENT FLEXIBLE CONNECTOR 2 EA $ 88.50 $ 177.00 100% 0% $ - 100% $ 177.00 viii. CEILING DIFFUSER + FLEX CONNECTOR 5 EA $ 94.40 $ 472.00 100% 0% $ - 100% $ 472.00 ix. SUPPLY REGISTER, DUCT-MOUNTED 6 EA $ 79.06 $ 474.36 100% 0% $ - 100% $ 474.36 x. RETURN REGISTER, SIDEWALL 2 EA $ 118.00 $ 236.00 100% 0% $ - 100% $ 236.00 xi. MVD 11 EA $ 64.90 $ 713.90 100% 0% $ - 100% $ 713.90 xii. DUCT SMOKE DETECTOR 2 EA $ 295.00 $ 590.00 100% 0% $ - 100% $ 590.00 xiii. EXT. WALL PENETRATION - 30" x 20" DUCT 2 EA $ 177.00 $ 354.00 100% 0% $ - 100% $ 354.00 b. $ -
i. CU2 - 312 KBTUH COOLING, 351 KBTUH HEATING, (4) CONDENSER FANS, (3) COMPRESSORS, (2) MODULES 1 EA $ 2,360.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00
ii. FC1 - 5.0 TON, CEILING MOUNT 1 EA 1 EA $ 3,540.00 $ 3,540.00 100% 0% $ - 100% $ 3,540.00 iii. FC6 - CEILING CASSETTE, 1.5 TON 1 EA $ 1,770.00 $ 1,770.00 100% 0% $ - 100% $ 1,770.00 iv. FC7 - CEILING CASSETTE, 1.0 TON 2 EA $ 1,180.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 v. FC8 - CEILING CASSETTE, 0.75 TON 2 EA $ 1,180.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 vi. FC9 - CEILING CASSETTE, 0.5 TON 2 EA $ 1,180.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 vii. FC/OSA DUCTWORK 695 LBS $ 41.30 $ 28,703.50 44% 0% $ - 44% $ 12,620.45 viii. DUCT INSULATION 510 SF $ 5.90 $ 3,009.00 100% 0% $ - 100% $ 3,009.00 ix. CEILING DIFFUSER + FLEX CONNECTOR 2 EA $ 59.00 $ 118.00 100% 0% $ - 100% $ 118.00 x. SUPPLY REGISTER, DUCT-MOUNTED 4 EA $ 106.20 $ 424.80 100% 0% $ - 100% $ 424.80 xi. RETURN AIR GRILLE 1 EA $ 94.40 $ 94.40 100% 0% $ - 100% $ 94.40 xii. MVD 6 EA $ 59.00 $ 354.00 100% 0% $ - 100% $ 354.00 xiii. 12" WALL JACK + CAP 1 EA $ 64.90 $ 64.90 100% 0% $ - 100% $ 64.90 xiv. REFRIGERANT PIPING - 3/4" + 1 1/8" + 1 3/8" + INSULATION 8 LF $ 118.00 $ 944.00 100% 0% $ - 100% $ 944.00 xv. REFRIGERANT PIPING - 1/2" + 7/8" + 1 1/8" + INSULATION 20 LF $ 118.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 xvi. REFRIGERANT PIPING - (3) PIPES + INSULATION 70 LF $ 118.00 $ 8,260.00 100% 0% $ - 100% $ 8,260.00

VRF SPLIT SYSTEM

CONDENSATE DRAINS

ROOF DRAINS

NATURAL GAS

MISCELLANEOUS
HVAC (EXISTING BUILDING RENOVATION + EXTENSION)

ROOFTOP AC UNIT
PLUMBING (EXISTING BUILDING RENOVATION + EXTENSION)

PLUMBING EQUIPMENT

PLUMBING FIXTURES

COLD WATER

HOT WATER

SANITARY SEWER & VENT

FURNISHINGS
SPECIAL CONSTRUCTION (EXISTING BUILDING RENOVATION + EXTENSION) CONVEYING EQUIPMENT (EXISTING BUILDING RENOVATION + EXTENSION) FIRE SUPPRESSION (EXISTING BUILDING RENOVATION + EXTENSION)

FIRE SPRINKLER SYSTEM
xvii. REFRIGERANT PIPING - (2) PIPES + INSULATION 250 LF $ 118.00 $ 29,500.00 45% 0% $ - 45% $ 13,370.45 xviii. BRANCH SELECTOR BOX 3 EA $ 1,180.00 $ 3,540.00 100% 0% $ - 100% $ 3,540.00 xix. EXT. WALL PENETRATION - (3) REFRIGERANT PIPES 1 EA $ 295.00 $ 295.00 100% 0% $ - 100% $ 295.00 xx. EXT. WALL PENETRATION - 12" DUCT 1 EA $ 295.00 $ 295.00 100% 0% $ - 100% $ 295.00 c.
i. CU3 - 13.78 KBTUH COOLING, 22.18 KBTUH HEATING, (1) CONDENSER FAN, (1) COMPRESSOR, (1) MODULE 1 EA $ 4,130.00 $ 4,130.00 100% 0% $ - 100% $ 4,130.00
ii. CU4 - 13.78 KBTUH COOLING, 13.78 KBTUH HEATING, (1) CONDENSER FAN, (1) COMPRESSOR, (1) MODULE 1 EA $ 3,186.00 $ 3,186.00 100% 0% $ - 100% $ 3,186.00
iii. FC11, 1.0 TON, WALL MOUNT 1 EA $ 1,180.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 iv. FC12, 1.0 TON, WALL MOUNT 1 EA $ 1,180.00 $ 1,180.00 100% 0% $ - 100% $ 1,180.00 v. REFRIGERANT PIPING - (2) PIPES + INSULATION 170 LF $ 118.00 $ 20,060.00 40% 0% $ - 40% $ 7,984.00 vi. EXT. WALL PENETRATION - (2) REFRIGERANT PIPES 2 EA $ 295.00 $ 590.00 100% 0% $ - 100% $ 590.00 d.
i. CEILING EXHAUST FAN, 190 CFM + GRILLE + BDD 2 EA $ 413.00 $ 826.00 100% 0% $ - 100% $ 826.00 ii. EXHAUST DUCTWORK 25 LBS $ 41.30 $ 1,032.50 10% 0% $ - 10% $ 108.14 iii. DUCT INSULATION 25 SF $ 4.72 $ 118.00 100% 0% $ - 100% $ 118.00 iv. 4" WALL JACK + CAP 2 EA $ 147.50 $ 295.00 63% 0% $ - 63% $ 185.98 v. EXT. WALL PENETRATION - 4" DUCT 2 EA $ 295.00 $ 590.00 10% 0% $ - 10% $ 61.89 e.
i. RTU 1 EA $ 2,360.00 $ 2,360.00 9% 44% $ 1,038.40 53% $ 1,250.80 ii. VRF SPLIT (8 FANCOILS) 1 SET $ 2,360.00 $ 2,360.00 9% 44% $ 1,038.40 53% $ 1,250.80 iii. MINI SPLIT 2 PR $ 590.00 $ 1,180.00 9% 44% $ 519.20 53% $ 625.40 iv. CEILING EXHAUST FAN 2 EA $ 590.00 $ 1,180.00 9% 44% $ 519.20 53% $ 625.40 v. EXTRA FOR THERMOSTAT 11 EA $ 389.40 $ 4,283.40 8% 44% $ 1,884.80 52% $ 2,247.60 vi. EMS SYSTEM 8,408 GSF $ - $ - 0% 0% $ - 0% $ -
f.
i. MISC. HVAC SYSTEM 8,408 GSF $ - $ - 0% 0% $ - 0% $ - ii. TESTING 1 LS $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - iii. ALLOWANCE FOR HVAC DESIGN COORDINATION FROM SCHEMATIC DESIGN DRAWINGS 1 LS $ - $ - 0% 0% $ -
0% $ -
$ -
a.
i. MAIN SWITCHBOARD "MSB", 800A-277480V-3PH-4W, NEMA-1 W/ U/G SECTION, METER/MAIN SECTION, & (6) OUTGOING BREAKER SECTIONS 1 EA $ 11,800.00 $ 11,800.00 75% 0% $ - 75% $ 8,903.63
ii. TRANSFORMER "T3" 1 EA $ 11,800.00 $ 11,800.00 75% 0% $ - 75% $ 8,903.63 iii. PANEL BOARD "K" 1 EA $ 11,800.00 $ 11,800.00 77% 0% $ - 77% $ 9,112.73 iv. PANEL BOARD "L" 1 EA $ 7,080.00 $ 7,080.00 100% 0% $ - 100% $ 7,080.00 b.
i. 1 1/2" EMT CONDUIT W/ 4 #1 + 1 #6 GND 260 LF $ 63.72 $ 16,567.20 80% 0% $ - 80% $ 13,205.00 ii. POC TO NEW SWITCHBOARD 1 EA $ 295.00 $ 295.00 100% 0% $ - 100% $ 295.00 c.
i. DUPLEX RECEPTACLE 49 EA $ 128.62 $ 6,302.38 76% 0% $ - 76% $ 4,812.58 ii. DUPLEX RECEPTACLE, FLUSH SLAB 3 EA $ 394.12 $ 1,182.36 76% 0% $ - 76% $ 898.59 iii. DOUBLE DUPLEX RECEPTACLE 3 EA $ 175.82 $ 527.46 76% 0% $ - 76% $ 400.87 iv. DUPLEX RECEPTACLE, GFI 6 EA $ 194.70 $ 1,168.20 77% 0% $ - 77% $ 899.51 v. DUPLEX RECEPTACLE, GFI, WP 4 EA $ 206.50 $ 826.00 76% 0% $ - 76% $ 627.76 vi. DUPLEX RECEPTACLE, GFI, WP - @ MECH. WELL 2 EA $ 206.50 $ 413.00 76% 0% $ - 76% $ 313.88 vii. BRANCH POWER CIRCUIT, EMT CONDUIT/CU WIRES 1,340 LF $ 15.30 $ 20,508.16 77% 0% $ - 77% $ 15,791.28 viii. ALLOWANCE FOR WP-GFI RECEPTACLE TO ELEVATOR PIT INCLUDING CIRCUIT, COMPLETE 1 EA $ 944.00 $ 944.00 76% 0% $ -
76% $ 717.44
ix. EXT. WALL PENETRATION - 3/4" CONDUIT 1 EA $ 118.00 $ 118.00 76% 0% $ - 76% $ 89.68 x. ROOF PENETRATION - 3/4" CONDUIT 1 EA 1 EA $ 590.00 $ 590.00 76% 0% $ - 76% $ 448.40 d.
i. DISC. SWITCH, 60A/3P, WP - AC1 1 EA $ 1,770.00 $ 1,770.00 21% 79% $ 1,398.30 100% $ 1,770.00 ii. DISC. SWITCH - ASSUME 30A/2P, WP FOR CU3 & CU4 2 EA $ 1,770.00 $ 3,540.00 21% 79% $ 2,796.60 100% $ 3,540.00 iii. DISC. SWITCH - ASSUME 30A/3P FOR FC1 1 EA $ 1,770.00 $ 1,770.00 21% 79% $ 1,398.30 100% $ 1,770.00 iv. MOTOR SWITCH - INDOOR FANCOILS 9 EA $ 590.00 $ 5,310.00 21% 79% $ 4,194.90 100% $ 5,310.00 v. 60A/3P POWER CIRCUIT 120 LF $ 185.56 $ 22,266.60 21% 79% $ 17,590.61 100% $ 22,266.60 vi. 30A/3P POWER CIRCUIT 70 LF $ 15.85 $ 1,109.32 21% 79% $ 876.36 100% $ 1,109.32 vii. 30A/2P POWER CIRCUIT 140 LF $ 14.15 $ 1,980.75 21% 79% $ 1,564.79 100% $ 1,980.75 viii. 20A/1P POWER CIRCUIT 360 LF $ 132.29 $ 47,624.33 24% 0% $ 180.13 24% $ 11,485.15 ix. CEILING EXHAUST FAN POWER 2 EA $ 236.00 $ 472.00 21% 0% $ - 21% $ 99.12 x. ELECTRIC HAND DRYER POWER 4 EA $ 590.00 $ 2,360.00 21% 0% $ - 21% $ 495.60 xi. EXT. WALL PENETRATION - 3/4" CONDUIT 2 EA $ 118.00 $ 236.00 21% 0% $ - 21% $ 49.56 xii. ROOF PENETRATION - 1 1/2" CONDUIT 1 EA $ 590.00 $ 590.00 21% 0% $ - 21% $ 123.90 e.
i. L1 - 2x2 LAY-IN LED FIXTURE, 40W 38 EA $ 1,180.00 $ 44,840.00 54% 45% $ 20,000.00 99% $ 44,189.36 ii. L4 - 6'L SURFACE WALL WASHER, 10W/FT 1 EA $ 1,180.00 $ 1,180.00 54% 0% $ - 54% $ 637.20 iii. L4 - 10'L SURFACE WALL WASHER, 10W/FT 1 EA $ 1,180.00 $ 1,180.00 54% 0% $ - 54% $ 637.20 iv. L4 - 12'L SURFACE WALL WASHER, 10W/FT 1 EA $ 1,416.00 $ 1,416.00 54% 0% $ - 54% $ 764.64 v. L4 - 16'L SURFACE WALL WASHER, 10W/FT 1 EA $ 1,888.00 $ 1,888.00 54% 0% $ - 54% $ 1,019.52 vi. L4C - 14'L WALL ARM MOUNT WALL WASHER W/ WING RAIL, 13W/FT 1 EA $ 1,652.00 $ 1,652.00 54% 0% $ - 54% $ 892.08 vii. L5 - 10'L PENDANT INDIRECT LED FIXTURE, 26W/FT 4 EA $ 1,180.00 $ 4,720.00 54% 0% $ - 54% $ 2,548.80 viii. L5 - 12'L PENDANT INDIRECT LED FIXTURE, 26W/FT 1 EA $ 1,416.00 $ 1,416.00 54% 0% $ - 54% $ 764.64 ix. L5 - 26'L PENDANT INDIRECT LED FIXTURE, 26W/FT 5 EA $ 3,068.00 $ 15,340.00 54% 0% $ - 54% $ 8,283.60 x. L5A - 5'L SURFACE LINEAR LED FIXTURE, 13W/FT 5 EA $ 1,180.00 $ 5,900.00 54% 0% $ - 54% $ 3,186.00 xi. L5A - 10'L SURFACE LINEAR LED FIXTURE, 13W/FT 2 EA $ 1,180.00 $ 2,360.00 54% 0% $ - 54% $ 1,274.40 xii. L6 - LOBBY CIRCULAR RECESSED / MUDIN TRIMLESS LED FIXTURE, 174W 2 EA $ 885.00 $ 1,770.00 54% 0% $ - 54% $ 955.80 xiii. L7 - RECESSED DOWNLIGHT, 17W 7 EA $ 885.00 $ 6,195.00 54% 0% $ - 54% $ 3,345.30 xiv. L8 - 6'L UNDERCABINET LED FIXTURE, 6W/FT 1 EA $ 885.00 $ 885.00 54% 0% $ - 54% $ 477.90 xv. L9 - SURFACE ROUND LED FIXTURE, 12W 10 EA $ 708.00 $ 7,080.00 54% 0% $ - 54% $ 3,823.20 xvi. L14 - 54'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 7,080.00 $ 7,080.00 54% 0% $ - 54% $ 3,823.20 xvii. L14A - 4'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 54% 0% $ - 54% $ 382.32 xviii. L14A - 6'L RECESSED LED LINEAR SLOT, 8W/FT 2 EA $ 708.00 $ 1,416.00 54% 0% $ - 54% $ 764.64 xix. L14B - 11'L RECESSED LINEAR W/ NARROW BEAM, 8W/FT 2 EA $ 1,298.00 $ 2,596.00 54% 0% $ - 54% $ 1,401.84 xx. L14B - 13'L RECESSED LINEAR W/ NARROW BEAM, 8W/FT 1 EA $ 1,534.00 $ 1,534.00 54% 0% $ - 54% $ 828.36 f.
i. L18 - EXTERIOR UP/DOWN WALL LIGHT, 25W 10 EA $ 708.00 $ 7,080.00 39% 61% $ 4,318.80 100% $ 7,080.00 ii. LED EXIT FIXTURE - ALLOWANCE 7 EA $ 708.00 $ 4,956.00 39% 61% $ 3,023.16 100% $ 4,956.00 iii. JUNCTION BOX/PULL BOX 33 EA $ 65.25 $ 2,153.38 39% 61% $ 1,313.56 100% $ 2,153.38 iv. DIMMER SWITCH, SINGLE 4 EA $ 227.74 $ 910.96 39% 61% $ 555.69 100% $ 910.96 v. DIMMER SWITCH, 2-GANG 1 EA $ 389.40 $ 389.40 39% 61% $ 237.53 100% $ 389.40 vi. DIMMER SWITCH, 4-GANG 1 EA $ 778.80 $ 778.80 39% 61% $ 475.07 100% $ 778.80 vii. VACANCY SENSOR - WALL 14 EA $ 175.82 $ 2,461.48 39% 61% $ 1,501.50 100% $ 2,461.48 viii. VACANCY SENSOR - CEILING 6 EA $ 549.88 $ 3,299.28 39% 61% $ 2,012.56 100% $ 3,299.28 ix. SWITCHPACK - CEILING 6 EA $ 704.46 $ 4,226.76 39% 61% $ 2,578.32 100% $ 4,226.76 x. INTERIOR PHOTOCEL - CEILING 2 EA $ 549.88 $ 1,099.76 39% 61% $ 670.85 100% $ 1,099.76 xi. BRANCH LIGHTING CIRCUIT, EMT CONDUIT/CU WIRES 2,610 EA $ 106.20 $ 277,182.00 39% 5% $ 13,312.95 44% $ 122,183.99 xii. ALLOWANCE FOR WP LIGHT FIXTURE TO ELEVATOR PIT INCLUDING CIRCUIT, COMPLETE 1 EA $ 1,180.00 $ 1,180.00 39% 0% $ - 39% $ 460.20
g.
i. MISC. ELECTRICAL SYSTEM 8,408 EA $ - $ - 0% 0% $ - 0% $ - ii. TESTING 1 EA $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - iii. ALLOWANCE FOR ELECTRICAL DESIGN COORDINATION FROM
SCHEMATIC DESIGN DRAWINGS 1 EA $ - $ - 0% 0% $ -
0% $ -
a.
i. TELEPHONE/DATA W/ MDF 8,408 GSF $ 7.67 $ 64,489.36 1% 0% $ - 1% $ 500.00 ii. EXTRA FOR POC/EXTEND (E) MAIN PATHWAY 120 LF $ 41.30 $ 4,956.00 10% 0% $ - 10% $ 500.00

MISCELLANEOUS
COMMUNICATIONS (EXISTING BUILDING RENOVATION + EXTENSION)

SIGNAL SYSTEM

ELECTRICAL EQUIPMENT & PANELS
PANEL "K" FEEDER

BRANCH POWER

HVAC/PLUMBING EQUIPMENT POWER

LIGHTING
EXT

MINI SPLIT SYSTEM

EXHAUST FAN

CONTROLS

MISCELLANEOUS
ELECTRICAL (EXISTING BUILDING RENOVATION + EXTENSION)
iii. PUBLIC ADDRESS/IC/CLOCK 8,408 GSF $ 1.18 $ 9,921.44 5% 0% $ - 5% $ 500.00 iv. AUDIO-VISUAL SYSTEM 8,408 GSF $ 3.54 $ 29,764.32 2% 42% $ 12,500.00 44% $ 13,000.00 v. CTV 8,408 GSF $ 3.54 $ 29,764.32 2% 42% $ 12,500.00 44% $ 13,000.00 vi. MISC./TESTING 1 LS $ 223.22 $ 223.22 0% 0% $ - 0% $ - a.
i. FIRE ALARM SYSTEM, COMPLETE 8,408 GSF $ 11.80 $ 99,214.40 20% 20% $ 20,000.00 40% $ 40,000.00 b.
i. SECURITY SYSTEM, COMPLETE 8,408 GSF $ 14.16 $ 119,057.28 0% 25% $ - 25% $ 30,000.00 a.
i. YARD ROUGH GRADING 376 SF $ 1.18 $ 443.68 0% 0% $ - 0% $ - ii. CUT TOPSOIL, ASSUME 3"D avg. 3 CY $ 59.00 $ 177.00 0% 0% $ - 0% $ - iii. ROUGH/FINE GRADING 376 SF $ 3.54 $ 1,331.04 0% 0% $ - 0% $ - iv. CARIFY & COMPACT U/S SITE PAVING 311 SF $ 1.18 $ 366.98 0% 0% $ - 0% $ - v. EXPORT/HAUL DIRT SURPLUS + 15% SWELL VOLUME 4 CY $ 289.10 $ 1,156.40 0% 0% $ - 0% $ - vi. EROSION CONTROL 376 SF $ 1.77 $ 665.52 0% 0% $ - 0% $ - vii. CONCRETE PAVING TYPE 1 + AB 141 SF $ 29.50 $ 4,159.50 0% 0% $ - 0% $ - viii. BRICK PAVERS + SUBSTRATE + AGG. BASE 170 SF $ 47.20 $ 8,024.00 0% 0% $ - 0% $ - ix. EXTRA FOR CONCRETE EDGE CURB ADJ. TO P.A. 27 LF $ 11.80 $ 318.60 0% 0% $ - 0% $ - x. TREE, 36" BOX 1 EA $ 1,385.32 $ 1,385.32 0% 0% $ - 0% $ - xi. SHRUBS + PLANTING SOIL + IRRIGATION 56 SF $ 54.28 $ 3,039.68 0% 0% $ - 0% $ - xii. 12"W x 18"H CURVED BRICK SEATWALL 9 LF $ 236.00 $ 2,124.00 0% 0% $ - 0% $ - xiii. XTRA FOR CONCRETE FOOTING 9 LF $ 236.00 $ 2,124.00 0% 0% $ - 0% $ - xiv. ALLOWANCE FOR IN-GROUND LIGHTING SYSTEM 376 SF $ - $ - 0% 0% $ - 0% $ - xv. MISC. 1 LS $ - $ - 0% 0% $ - 0% $ -
SEE SEPARATE SITEWORK FOR SITE DEMOLITION 0% 0% $ -
a.
i. SPREAD FOOTING F5 2 CY $ 1,180.00 $ 2,360.00 100% 0% $ - 100% $ 2,360.00 ii. SPREAD FOOTING F8 62 CY $ 1,180.00 $ 73,160.00 100% 0% $ - 100% $ 73,160.00 iii. SPREAD FOOTING F8A 10 CY $ 1,180.00 $ 11,800.00 100% 0% $ - 100% $ 11,800.00 iv. SPREAD FOOTING F10 22 CY $ 1,180.00 $ 25,960.00 100% 0% $ - 100% $ 25,960.00 v. SPREAD FOOTING F68 4 CY $ 1,180.00 $ 4,720.00 100% 0% $ - 100% $ 4,720.00 vi. SPREAD FOOTING F79 6 CY $ 1,180.00 $ 7,080.00 100% 0% $ - 100% $ 7,080.00 vii. WALL FOOTING 46 CY $ 1,180.00 $ 54,280.00 100% 0% $ - 100% $ 54,280.00 viii. GRADE BEAM 6 CY $ 1,180.00 $ 7,080.00 100% 0% $ - 100% $ 7,080.00 b.
i. SLAB-ON-GRADE + V.B./AB, 5"/4" 2, 822 SF $ 35.40 $ 29,098.80 100% 0% $ - 100% $ 29,098.80 ii. EXTERIOR SLAB-ON-GRADE + V.B./AB, 5"/4" 142 SF $ 35.40 $ 5,026.80 100% 0% $ - 100% $ 5,026.80 iii. EXTRA FOR DEPRESSED SLAB - @ DANCE ROOM 1,002 SF $ 35.40 $ 35,470.80 100% 0% $ - 100% $ 35,470.80 iv. THICKENED SLAB OVER FOOTING 8 CY $ 1,180.00 $ 9,440.00 100% 0% $ - 100% $ 9,440.00 v. THICKENED SLAB EDGE 6 CY $ 1,180.00 $ 7,080.00 100% 0% $ - 100% $ 7,080.00 vi. CONCRETE CURB, 6"W x 6"H 90 LF $ 35.40 $ 3,186.00 100% 0% $ - 100% $ 3,186.00 vii. CONCRETE CURB FOR SCREEN SYSTEM 22 LF $ 38.94 $ 856.68 100% 0% $ - 100% $ 856.68 viii. CONCRETE CMU STARTER, 8"W x 18"H 182 LF $ 35.40 $ 6,442.80 100% 0% $ - 100% $ 6,442.80 ix. CONCRETE CMU STARTER, 12"W x 18"H 16 LF $ 35.40 $ 566.40 100% 0% $ - 100% $ 566.40 c.
i. CONCRETE COLUMN, 18" dia. 139 LF $ 590.00 $ 82,010.00 100% 0% $ - 100% $ 82,010.00 ii. CONCRETE COLUMN, 16" square 278 LF $ 590.00 $ 164,020.00 100% 0% $ - 100% $ 164,020.00 d.
i. 8" thk 2-WAY SUSP. SLAB - 2ND FLOOR 630 SF $ 53.10 $ 33,453.00 100% 0% $ - 100% $ 33,453.00 ii. 12" thk 2-WAY SUSP. SLAB - 2ND FLOOR 4,478 SF $ 56.64 $ 253,633.92 100% 0% $ - 100% $ 253,633.92 iii. 14" thk 2-WAY SUSP. SLAB - 2ND FLOOR 634 SF $ 64.90 $ 41,146.60 100% 0% $ - 100% $ 41,146.60 iv. 8" thk 2-WAY SUSP. SLAB - OUTDOOR DECK 190 SF $ 53.10 $ 10,089.00 100% 0% $ - 100% $ 10,089.00 v. 9" thk 2-WAY SUSP. DROPPED SLAB - OUTDOOR DECK 1,140 SF $ 53.10 $ 60,534.00 100% 0% $ - 100% $ 60,534.00 vi. 14" thk 2-WAY SUSP. SLAB - OUTDOOR DECK 1,625 SF $ 64.90 $ 105,462.50 100% 0% $ - 100% $ 105,462.50 vii. EXTRA FOR COLUMN CAPITALS (DROP PANELS) 8 EA $ 590.00 $ 4,720.00 100% 0% $ - 100% $ 4,720.00 viii. CONCRETE TOPPING, 7.5" thk avg @ GREEN DECK 1,140 SF $ 47.20 $ 53,808.00 100% 0% $ - 100% $ 53,808.00 ix. CONCRETE BEAM, 12"W x 12"D - ABOVE CMU WALL 38 SF $ 531.00 $ 20,178.00 100% 0% $ - 100% $ 20,178.00 x. CONCRETE BEAM, 24"W x 24"D 150 LF $ 531.00 $ 79,650.00 100% 0% $ - 100% $ 79,650.00 xi. CONCRETE BEAM, 24"W x 30"D 52 LF $ 531.00 $ 27,612.00 100% 0% $ - 100% $ 27,612.00 xii. CONCRETE BEAM, 24"W x 42"D 152 LF $ 531.00 $ 80,712.00 100% 0% $ - 100% $ 80,712.00 e. $ -
i. 6"H EQUIPMENT PAD 119 SF $ 59.00 $ 7,021.00 100% 0% $ - 100% $ 7,021.00 $ -
a. $ -
i. 8" BURNISHED FACE CMU WALL 2,892 SF $ 77.88 $ 225,228.96 100% 0% $ - 100% $ 225,228.96 ii. 12" BURNISHED FACE CMU WALL INTERIOR CMU WALL 320 SF $ 101.48 $ 32,473.60 100% 0% $ - 100% $ 32,473.60 iii. 8" CMU WALL - PARTITION/LOAD BEARING 623 SF $ 86.14 $ 53,665.22 100% 0% $ - 100% $ 53,665.22 a.

I. CONCENTRIC BRACED FRAMES (SCBF)
i. -W-SECTION COLUMN 5,373 LBS $ 5.90 $ 31,700.70 100% 0% $ - 100% $ 31,700.70 ii. W-SECTION BEAM 3,406 LBS $ 5.90 $ 20,095.40 100% 0% $ - 100% $ 20,095.40 iii. WSS BRACE 5,955 LBS $ 5.90 $ 35,134.50 100% 0% $ - 100% $ 35,134.50 iv. DETAIL STEEL 1,473 LBS $ 5.90 $ 8,690.70 46% 54% $ 4,716.34 100% $ 8,690.70 v. EXTRA FOR (2) HSS BRACES TO CONCRETE SLAB CONNECTION PER DWG. 2/S501 5 EA $ 3,923.50 $ 19,617.50 46% 54% $ 10,650.67 100% $ 19,617.50
vi. EXTRA FOR WF COLUMN TO CONCRETE SLAB CONNECTION PER DWG. 2/S502 9 EA $ 1,786.52 $ 16,078.68 25% 75% $ 12,104.32 100% $ 16,078.68 vii. EXTRA FOR MOMENT CONNECTION 10 EA $ 5,664.00 $ 56,640.00 25% 75% $ 42,665.64 100% $ 56,640.00 II. GRAVITY FRAMES 0% $ -
i. HSS COLUMN 22,252 LBS $ 4.72 $ 105,029.44 46% 54% $ 56,439.69 100% $ 105,029.44 ii. - PIPE COLUMN 432 LBS $ - $ - 0% 0% $ - 0% $ -
iii. - HSS BEAM 966 LBS $ 8.26 $ 7,979.16 35% 65% $ 5,158.64 100% $ 7,979.16 iv. - W-SECTION BEAM 936 LBS $ 8.26 $ 7,731.36 36% 64% $ 4,910.84 100% $ 7,731.36 v. - DETAIL STEEL 2,459 LBS $ 5.90 $ 14,508.10 27% 23% $ 3,353.84 51% $ 7,328.20 vi. EXTRA FOR HSS COLUMN TO CONCRETE SLAB CONNECTION PER DWG. 2/S502 24 EA $ 1,451.40 $ 34,833.60 11% $ - 11% $ 3,974.36 b.
i.

STRAIGHTFLIGHT, 5.33'W x 33 P/CAST TREADS + 30 SF P/CAST MIDLANDING ON GALV. & PAINTED STEEL STRINGER & RISERS,

COMPLETE
1 FLT $ 64,900.00 $ 64,900.00 14% 68% $ 44,000.00
82% $ 53,000.00
ii. GUARDRAIL W/ HANDRAIL + PAINT 45 LF $ 381.14 $ 17,151.30 9% 0% $ - 9% $ 1,500.00 iii. WALL-MOUNTED HANDRAIL + PAINT 45 LF $ 129.80 $ 5,841.00 9% 0% $ - 9% $ 500.00 iv. SHEATHING + ROOFING MEMBRANE U/S STAIR 178 SF $ 118.00 $ 21,004.00 24% 0% $ - 24% $ 5,000.00 c.
i. MULTI-SWITCHBACK, 5.13'W x 35 TREADS + 27 SF 1ST LANDING, 59 SF 2ND LANDING, & 57 3RD LANDING 1 FLT $ 138,687.76 $ 138,687.76 7% 61% $ 85,000.00 68% $ 10,000.00
ii. GLASS GUARDRAIL 146 LF $ 236.00 $ 34,456.00 0% 0% $ - 0% $ - iii. HANDRAIL ATTACHED TO GLASS 140 LF $ 236.00 $ 33,040.00 15% 0% $ - 15% $ 5,000.00 d.
i. PERFORATED METAL PANEL O/ PLASTER WALL 86 SF $ 265.50 $ 22,833.00 24% 0% $ - 24% $ 5,500.00 ii. PERFORATED METAL PANEL O/ GLAZING 40 SF $ 265.50 $ 10,620.00 21% 0% $ - 21% $ 2,250.00 iii. PERFORATED METAL PANEL + METAL FRAMES - @ SOUTH
ELEVATION 1ST FLOOR 1,128 SF $ 413.00 $ 465,864.00 37% 11% $ 50,000.00 47% $ 220,083.33
iv. PERFORATED METAL PANEL + METAL FRAMES - @ WEST & SOUTH ELEVATIONS 2ND FLOOR 936 SF $ 413.00 $ 386,568.00 37% 13% $ 50,000.00 50% $ 194,833.33
v. PERFORATED METAL PANEL + METAL FRAMES - @ COURTYARD WING WALL 95 SF $ 413.00 $ 39,235.00 31% 0% $ - 31% $ 12,000.00 vi. PERFORATED METAL PANEL FENCE O/ CMU WALL @ NORTHWEST STAIR 358 SF $ 265.50 $ 95,049.00 90% 0% $ - 90% $ 85,333.33

STRUCTURAL STEEL

EXTERIOR METAL STAIR

METAL PAN STAIR, INTERIOR

EXTERIOR SCREEN SYSTEM

CONCRETE COLUMN

SUSPENDED CONCRETE SLAB & BEAMS
MISC. CONCRETE
MASONRY (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

EXTERIOR CMU WALL
METALS (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)
EXTERIOR IMPROVEMENTS (EXISTING BUILDING RENOVATION + EXTENSION)

EAST COURT
EXISTING CONDITIONS (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION) CONCRETE (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

FOUNDATION

SLAB-ON-GRADE/CURBS
ELECTRONIC SAFETY & SECURITY (EXISTING BUILDING RENOVATION + EXTENSION)

FIRE ALARM

SECURITY
e.
i. 19'H ROOF ACCESS LADDER W/ 12'H CAGE 1 EA $ 11,800.00 $ 11,800.00 0% 100% $ 11,800.00 100% $ 11,800.00 ii. GUARDRAIL W/ PERFORATED METAL PANEL INFILL + PAINT - OUTDOOR DECK 282 LF $ 436.60 $ 123,121.20 29% 29% $ 36,000.00 58% $ 72,000.00 iii. WALL BACKING SUPPORT FOR TV MONITOR 6 EA $ 590.00 $ 3,540.00 0% 100% $ 3,540.00 100% $ 3,540.00 iv. SEISMIC JOINT + 2.33'H STUD/CURB 128 LF $ 295.00 $ 37,760.00 0% 26% $ 9,686.00 26% $ 9,686.00 v. FENCING/ENCLOSURE TO OUTDOOR HVAC UNIT 62 LF $ 177.00 $ 10,974.00 0% 100% $ 10,974.00 100% $ 10,974.00 vi. MISC. METALS ALLOWANCE 8,564 GSF $ - $ - 0% 0% $ - 0% $ - a.
i. 24"W PLAM BASE CABINET W/ SOLID SURFACE TOP & 4"H BACKSPLASH 70 LF $ 1,180.00 $ 82,600.00 2% 0% $ - 2% $ 1,833.30 ii. 2.5'H PLAM UPPER CABINET 8 LF $ 590.00 $ 4,720.00 1% 0% $ - 1% $ 47.20 iii. 12"W x 7'H x 5-TIER WALL-MOUNTED STACK 26 LF $ 1,180.00 $ 30,680.00 1% 0% $ - 1% $ 306.80 iv. 12"W x 8.33'H x 6-TIER WALL-MOUNTED STACK 19 LF $ 1,180.00 $ 22,420.00 1% 0% $ - 1% $ 224.20 v. AV CABINET, 24"W x 24"D x 8'H W/ VENTED DOOR 2 EA $ 2,950.00 $ 5,900.00 1% 0% $ - 1% $ 59.00 vi. AV CABINET, 36"W x 24"D x 8'H W/ VENTED DOOR 1 EA $ 2,950.00 $ 2,950.00 1% 0% $ - 1% $ 29.50 vii. MISC. FINISH CARPENTRY ALLOWANCE 8,564 GSF $ - $ - 0% 0% $ - 0% $ - b.
i. WOOD BEAM, 6" x 10" 190 LF $ 59.00 $ 11,210.00 2% 98% $ 10,982.73 100% $ 11,210.00 ii. WOOD BLOCKING, 12" x 24" 48 LF $ 59.00 $ 2,832.00 0% 100% $ 2,832.00 100% $ 2,832.00 iii. GLU-LAM BEAM, 5 1/8" x 24" 328 LF $ 59.00 $ 19,352.00 1% 99% $ 19,124.73 100% $ 19,352.00 iv. GLU-LAM BEAM, 5 1/8" x 30" 166 LF $ 59.00 $ 9,794.00 2% 98% $ 9,566.73 100% $ 9,794.00 v. GLU-LAM BEAM, 5 1/8" x 33" 136 LF $ 59.00 $ 8,024.00 3% 97% $ 7,796.73 100% $ 8,024.00 vi. ROOF DECK STRUCTURAL PANEL - 12' x 4' TECTUM-V + WOOD NAILERS, COMPLETE 6,504 SF $ 23.60 $ 153,494.40 36% 28% $ 43,186.05 64% $ 98,640.60 vii. 12"H WOOD FASCIA - STRAIGHT 250 LF $ 29.50 $ 7,375.00 3% 97% $ 7,147.73 100% $ 7,375.00 viii. 12"H WOOD FASCIA - CURVED 234 LF $ 35.40 $ 8,283.60 3% 97% $ 8,056.33 100% $ 8,283.60 ix. EXTRA FOR GLB/STEEL POST CONNECTION 26 EA $ 295.00 $ 7,670.00 3% 97% $ 7,442.73 100% $ 7,670.00 x. EXTRA FOR GLB/STEEL BEAM CONNECTION 5 EA $ 295.00 $ 1,475.00 15% 85% $ 1,247.73 100% $ 1,475.00 xi. P.T. ROOF EDGE NAILER, 3" x 2" 482 LF $ 5.90 $ 2,843.80 8% 92% $ 2,616.53 100% $ 2,843.80 xii. MISC. ROUGH CARPENTRY ALLOWANCE (blockings, nailers, sills, misc. headers, AB, straps, etc.) 8,564 GSF $ - $ - 0% 0% $ -
0% $ -
a.
i. SINGLE-PLY ROOFING MEMBRANE 6,504 SF $ 11.59 $ 75,365.75 1% 0% $ - 1% $ 625.00 ii. ROOF BOARD 6,504 SF $ 0.91 $ 5,909.53 5% 0% $ - 5% $ 312.50 iii. 2" thk RIGID INSULATION 6,504 SF $ 1.82 $ 11,819.07 3% 0% $ - 3% $ 312.50 iv. VAPOR BARRIER 6,504 SF $ 1.14 $ 7,444.48 4% 0% $ - 4% $ 312.50 v. METAL GUTTER, 3"W x 2"H + SUPPORT 202 LF $ 118.00 $ 23,836.00 1% 0% $ - 1% $ 312.50 vi. ROOF EDGE/FASCIA FLASHING 484 LF $ 10.86 $ 5,254.30 6% 0% $ - 6% $ 312.50 vii. WALL CAP/COPING TO COURTYARD WING WALL 28 LF $ 118.00 $ 3,304.00 5% 0% $ - 5% $ 156.25 viii. DOWNSPOUT 122 LF $ 23.60 $ 2,879.20 5% 0% $ - 5% $ 156.25 b.
i. WATERPROOFING - PORTION OF STAIR O/ 1ST FLOOR 186 SF $ 29.50 $ 5,487.00 1% 99% $ 5,412.00 100% $ 5,487.00 ii. WATERPROOFING - 2ND FLOOR RESTROOMS 638 SF $ 5.90 $ 3,764.20 1% 99% $ 3,714.20 100% $ 3,764.20 iii. WATERPROOFING - OUTDOOR DECK 2,955 SF $ 29.96 $ 88,532.39 2% 12% $ 10,873.80 14% $ 12,248.80 c.
i. MISC. SHEET METALS ALLOWANCE 8,564 GSF $ - 0 0% 0% $ - 0% $ - ii. MISC. CAULKING & SEALANTS ALLOWANCE 8,564 GSF $ - 0 0% 0% $ - 0% $ - iii. MISC. FIRESTOPPING ALLOWANCE 8,564 GSF $ - 0 0% 0% $ - 0% $ - a.
i. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3.25'W x 9'H 1 PR $ 3,427.90 $ 3,427.90 87% 0% $ - 87% $ 2,968.75 ii. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3'W x 9'H 1 PR $ 3,427.90 $ 3,427.90 87% 0% $ - 87% $ 2,968.75 iii. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3.07'W x 8'H 1 PR $ 3,427.90 $ 3,427.90 80% 0% $ - 80% $ 2,734.37 iv. ALUM-GLASS DOOR/ALUM FRAME, 2.71'W x 8'H 1 EA $ 3,427.90 $ 3,427.90 80% 0% $ - 80% $ 2,734.37 v. HM DOOR/HM FRAME, (2) - 3'W x 7'H 1 PR $ 4,720.00 $ 4,720.00 10% 0% $ - 10% $ 468.75 vi. HM DOOR/HM FRAME, 3'W x 8'H 3 EA $ 4,720.00 $ 14,160.00 46% 0% $ - 46% $ 6,547.50 vii. EXTRA FOR PANIC HARDWARE 5 EA $ 2,360.00 $ 11,800.00 55% 42% $ 5,000.00 98% $ 11,547.50 viii. PAINT TO HM DOOR/FRAME, PER LEAF 3 EA $ 188.80 $ 566.40 5% 0% $ - 5% $ 30.00 b.
i. STOREFRONT/CURTAIN WALL SYSTEM 3,948 SF $ 29.50 $ 116,466.00 1% 0% $ - 1% $ 750.00 ii. EXTRA FOR OPERABLE AWNING PANEL, 3'W x 4'H 1 EA $ 1,155.22 $ 1,155.22 43% 0% $ - 43% $ 500.00 iii. EXTRA FOR OPERABLE AWNING PANEL, 4'W x 5'H 11 EA $ 1,384.14 $ 15,225.54 71% 0% $ - 71% $ 10,750.00 iv. TRANSOM, 6.25'W x 3'H 1 EA $ 679.68 $ 679.68 0% 0% $ - 0% $ - v. FRITTED GLASS 308 SF $ 50.46 $ 15,540.69 68% 0% $ - 68% $ 10,500.00 c.
i. ALUM-GLASS DOOR/ALUM FRAME, (2) - 3'W x 9'H 1 PR $ 3,427.90 $ 3,427.90 100% 0% $ - 100% $ 3,427.90 ii. SLIDING ALUM-GLASS DOOR/ALUM FRAME, 3'W x 8.67'H 1 EA $ 3,744.14 $ 3,744.14 100% 0% $ - 100% $ 3,744.14 iii. HM DOOR/HM FRAME, (2) - 3'W x 8'H 2 PR $ 9,440.00 $ 18,880.00 19% 0% $ - 19% $ 3,552.59 iv. HM DOOR/HM FRAME, 3'W x 8'H 8 EA $ 4,720.00 $ 37,760.00 43% 0% $ - 43% $ 16,052.58 v. SC WD-GLASS DOOR/HM FRAME, 3'W x 8'H 3 EA $ 4,720.00 $ 14,160.00 94% 0% $ - 94% $ 13,274.80 vi. SC WD DOOR/HM FRAME, 3'W x 8'H 3 EA $ 4,720.00 $ 14,160.00 94% 0% $ - 94% $ 13,274.80 vii. EXTRA FOR PANIC HARDWARE 2 EA $ 2,360.00 $ 4,720.00 69% 0% $ - 69% $ 3,274.80 viii. PAINT TO DOOR/FRAME, PER LEAF 15 EA $ 188.80 $ 2,832.00 100% 0% $ - 100% $ 2,832.00 ix. PAINT TO FRAME, PER LEAF 3 EA $ 188.80 $ 566.40 100% 0% $ - 100% $ 566.40 d.
i. ALUM-FRAMED STOREFRONT 573 SF $ 29.50 $ 16,903.50 15% 0% $ - 15% $ 2,500.00 a.
i. CEMENT PLASTER + LATH/V.B. - SMOOTH FINISH 5,806 SF $ 47.20 $ 274,043.20 0% 0% $ - 0% $ - ii. 2" RIGID R12 INSULATION 5,806 SF $ 5.90 $ 34,255.40 0% 0% $ - 0% $ - iii. GLASSMAT SHEATHING 5,806 SF $ 4.72 $ 27,404.32 0% 0% $ - 0% $ - iv. PAINT TO CEMENT PLASTER 5,806 SF $ 2.36 $ 13,702.16 0% 0% $ - 0% $ - v. 10" x 20 GA. METAL STUD WALL 1,147 SF $ 23.60 $ 27,069.20 0% 0% $ - 0% $ - vi. 8" x 20 GA. METAL STUD WALL - WING WALL 209 SF $ 23.60 $ 4,932.40 0% 0% $ - 0% $ - viii. 8" x 20 GA. METAL STUD WALL 1,243 SF $ 23.60 $ 29,334.80 0% 0% $ - 0% $ - ix. (2) - 6" x 20 GA. METAL STUD WALL 1,480 SF $ 23.60 $ 34,928.00 0% 0% $ - 0% $ - x. 6" x 20 GA. METAL STUD WALL 1,518 SF $ 23.60 $ 35,824.80 0% 0% $ - 0% $ - xi. 6" x 20 GA. METAL STUD FURRING - INT. OF EXT. CMU 2,466 SF $ 23.60 $ 58,197.60 0% 0% $ - 0% $ - xii. 5/8" GWB + PAINT - INT. OF EXT. 8,272 SF $ 14.16 $ 117,131.52 0% 0% $ - 0% $ - xiii. BATT INSULATION, 6" 6,944 SF $ 1.18 $ 8,193.92 0% 0% $ - 0% $ - xiv. BATT INSULATION, 8" - 10" 2,390 SF $ 1.77 $ 4,230.30 0% 0% $ - 0% $ - b.
i. 7/8" FURRING CHANNEL 948 SF $ 23.60 $ 22,372.80 0% 0% $ - 0% $ - ii. 3 5/8" x 20 GA. FURRING METAL STUD 94 SF $ 23.60 $ 2,218.40 0% 0% $ - 0% $ - iii. 3 5/8" x 20 GA. METAL STUD - LOW WALL 98 SF $ 23.60 $ 2,312.80 0% 0% $ - 0% $ - iv. 3 5/8" x 20 GA. METAL STUD WALL 2,236 SF $ 23.60 $ 52,769.60 0% 0% $ - 0% $ - v. 6" x 20 GA. METAL STUD WALL 2,608 SF $ 23.60 $ 61,548.80 0% 0% $ - 0% $ - vi. 8" x 20 GA. METAL STUD WALL 416 SF $ 23.60 $ 9,817.60 0% 0% $ - 0% $ - viii. (2) - 6" x 20 GA. METAL STUD WALL 890 SF $ 23.60 $ 21,004.00 0% 0% $ - 0% $ - ix. 6" C-H STUD 368 SF $ 23.60 $ 8,684.80 0% 0% $ - 0% $ - x. 6" C-H STUD + 6" x 20 GA. METAL STUD 120 SF $ 23.60 $ 2,832.00 0% 0% $ - 0% $ - xi. 5/8" GWB + PAINT 12,244 SF $ 14.16 $ 173,375.04 0% 0% $ - 0% $ - xii. 1" GWB LINER 488 SF $ 11.80 $ 5,758.40 0% 0% $ - 0% $ - xiii. BATT INSULATION 7,622 SF $ 1.18 $ 8,993.96 0% 0% $ - 0% $ - xiv. WALL TILE + CEMENT BOARD 1,782 SF $ 47.20 $ 84,110.40 0% 0% $ - 0% $ - xv. 9'H WOOD WALL PANEL 495 SF $ 59.00 $ 29,205.00 0% 0% $ - 0% $ -

EXTERIOR WALLS

INTERIOR WALLS
OPENINGS (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION) EXTERIOR DOORS + H.W.

EXTERIOR WINDOWS
INTERIOR DOORS + H.W.

INTERIOR WINDOWS
FINISHES (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

FINISH CARPENTRY

ROUGH CARPENTRY
THERMAL & MOISTURE PROTECTION (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

ROOFING

WATERPROOFING

MISCELLANEOUS
MISC. METALS
CARPENTRY (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION) xvi. PAINT TO CONCRETE COLUMNS 287 SF $ 5.90 $ 1,693.30 0% 0% $ - 0% $ - xvii. PAINT TO CMU WALLS 623 SF $ 4.72 $ 2,940.56 0% 0% $ - 0% $ - xviii. PAINT TO EXPOSED STEEL COLUMN/BRACE 120 LF $ 23.60 $ 2,832.00 0% 0% $ - 0% $ - c.
i. SANDED & SEALED CONCRETE FLOOR, LEVEL 1 FLAT 1,188 SF $ 29.50 $ 35,046.00 0% 0% $ - 0% $ - ii. SANDED & SEALED CONCRETE FLOOR, LEVEL 3 GRIND, SEMI-POLISHED 3,148 SF $ 29.50 $ 92,866.00 0% 0% $ - 0% $ - iii. SANDED CONCRETE FLOOR W/ POLYASPARTIC SEALER 1,398 SF $ 29.50 $ 41,241.00 0% 0% $ - 0% $ - iv. CARPET TILE 998 SF $ 8.26 $ 8,243.48 0% 0% $ - 0% $ - v. LINOLEUM FLOORING, PATTERNED 226 SF $ 14.18 $ 3,205.49 0% 0% $ - 0% $ - vi. WOOD FLOORING + SUBSTRATE 1,002 SF $ 28.32 $ 28,376.64 0% 0% $ - 0% $ - viii. WALL BASE - @ VINYL/CARPET FLOOR 250 LF $ 3.81 $ 952.85 0% 0% $ - 0% $ - ix. WALL BASE - @ SEALED CONCRETE FLOOR 702 LF $ 5.90 $ 4,141.80 0% 0% $ - 0% $ - x. WALL BASE - @ WOOD FLOORING 140 LF $ 5.90 $ 826.00 0% 0% $ - 0% $ - xi. TILE BASE 198 LF $ 47.20 $ 9,345.60 0% 0% $ - 0% $ - d.
i. 2' x 2' ACT T-BAR CEILING 1,170 SF $ 11.10 $ 12,991.45 0% 0% $ - 0% $ - ii. 2' x 4' ACT T-BAR CEILING 1,224 SF $ 10.94 $ 13,388.85 0% 0% $ - 0% $ - iii. 48"W ACOUSTIC PANEL ATTACHED TO U/S SLAB 688 SF $ 19.21 $ 13,216.76 0% 0% $ - 0% $ - iv. WOOD GRILLE CEILING SYSTEM 124 SF $ 82.69 $ 10,254.11 0% 0% $ - 0% $ - v. GWB CEILING + METAL STUD FRAMES + BATT 1,094 SF $ 36.58 $ 40,018.52 0% 0% $ - 0% $ - vi. GWB CEILING + 12" METAL STUD FRAMES + BATT - UNDERSIDE NORTHWEST STAIR (DEVELOPED AREA) 188 SF $ 47.20 $ 8,873.60 0% 0% $ - 0% $ -
viii. PAINT TO GWB CEILING 1,282 SF $ 2.95 $ 3,781.90 0% 0% $ - 0% $ - ix. PAINT TO EXPOSED SLAB DECK 40 SF $ 11.80 $ 472.00 0% 0% $ - 0% $ - x. PAINT TO EXPOSED CEILING STRUCTURE/TECTUM DECK 3,826 SF $ 1.18 $ 4,514.68 0% 0% $ - 0% $ - e.
i. 6" x 20 GA. METAL STUD 1,663 SF $ 47.20 $ 78,493.60 0% 0% $ - 0% $ - ii. 5/8" GWB + PAINT 1,448 SF $ 14.16 $ 20,503.68 0% 0% $ - 0% $ - f.
i. CEMENT PLASTER SOFFIT + STUD FRAMES 78 SF $ 70.80 $ 5,522.40 0% 0% $ - 0% $ - ii. 12"H CEMENT PLASTER FASCIA 484 LF $ 118.00 $ 57,112.00 0% 0% $ - 0% $ - iii. PAINT TO CEMENT PLASTER 562 SF $ 4.13 $ 2,321.06 0% 0% $ - 0% $ - iv. PAINT TO U/S 2ND FLOOR SLAB DECK 2,505 SF $ 1.18 $ 2,955.90 0% 0% $ - 0% $ - v. PAINT TO 14"H 2ND FLOOR SLAB FASCIA 202 LF $ 4.72 $ 953.44 0% 0% $ - 0% $ - a.
i. TOILET PARTITION, ADA 2 EA $ 4,852.16 $ 9,704.32 0% 0% $ - 0% $ - ii. TOILET PARTITION, REG. 10 EA $ 4,852.16 $ 48,521.60 0% 41% $ 20,000.00 41% $ 20,000.00 iii. URINAL SCREEN 1 EA $ 1,097.40 $ 1,097.40 0% 0% $ - 0% $ - iv. ADA L-SHAPED GRAB BAR 3 EA $ 293.03 $ 879.09 0% 0% $ - 0% $ - v. COMBINATION RECESSED TOILET SEAT COVER 5 EA $ 613.60 $ 3,068.00 0% 0% $ - 0% $ - vi.

DISPENSER, WASTE DISPOSAL, & TOILET TISSUE

DISPENSERCOMBINATION SURFACE TOILET SEAT COVER & TOILET

TISSUE DISPENSER
2 EA $ 613.60 $ 1,227.20 0% 0% $ -
0% $ -
vii. COMBINATION SURFACE TOILET SEAT COVER & TOILET TISSUE DISPENSER PLUS NAPKIN DISPOSAL UNIT 6 EA $ 613.60 $ 3,681.60 0% 0% $ - 0% $ -
viii. AUTOMATIC WALL-MOUNTED SOAP DISPENSER 7 EA $ 252.87 $ 1,770.12 0% 0% $ - 0% $ - ix. AUTOMATIC WARM AIR HAND DRYER, RECESSED 3 EA $ 1,516.30 $ 4,548.90 0% 0% $ - 0% $ - x. BEVELED EDGE MIRROR, ROUND TOP, 1.33'W x 4.17'H 8 EA $ 1,019.52 $ 8,156.16 0% 0% $ - 0% $ - xi. BABY CHANGING STATION 3 EA $ 1,590.64 $ 4,771.92 0% 0% $ - 0% $ - b.
i. COUNTER SINK ACCESSORIES, PER FIXTURE 6 EA $ 590.00 $ 3,540.00 0% 0% $ - 0% $ - ii. FIRE EXTINGUISHER + RECESSED CABINET 5 EA $ 1,180.00 $ 5,900.00 0% 0% $ - 0% $ - iii. SIGNAGE - INT./EXT. 8,564 GSF $ 2.48 $ 21,221.59 0% 0% $ - 0% $ - iv. EXTRA FOR EXTERIOR SIGNAGE - 30"H ILLUMINATED LETTERS TO READ "HAWTHORNE" 1 EA $ 11,800.00 $ 11,800.00 0% 0% $ -
0% $ -
v. MISC. SPECIALTIES ALLOWANCE 8,564 GSF $ - $ - 0% 0% $ - 0% $ - a.
i. ALL EQUIPMENT - N.I.C. $ - 0% 0% $ - 0% $ -
a.
i. WINDOW SHADES, MOTORIZED - ALLOWANCE 4,521 SF $ - 0% 0% $ - 0% $ - b.
i. ALL FF & E - N.I.C. $ - 0% 0% $ - 0% $ -
a.
i. PAVERS ON PEDESTAL SYSTEM, COMPLETE 2,385 SF $ 79.12 $ 188,698.82 1% 0% $ - 1% $ 2,500.00 b.
i. FIBERGLASS POTS + SOIL + PLANTING 44 EA $ 2,478.00 $ 109,032.00 2% 0% $ - 2% $ 2,500.00 a.
i. ELEVATOR CAB, 2-STOP 1 EA $ 160,480.00 $ 160,480.00 56% 0% $ - 56% $ 90,000.00 a.
i. FIRE SPRINKLER WET SYSTEM + RISER COMPLETE 8,564 GSF $ 14.42 $ 123,489.45 15% 15% $ 18,750.00 30% $ 37,500.00 a.
i. GAS-FIRED WATER HEATER , 60 GAL, 120000 BTUH + SEISMIC ANCHORAGE + FLUE THRU ROOF 1 EA $ 11,800.00 $ 11,800.00 0% 0% $ - 0% $ -
ii. CIRCULATING PUMP, 12 GPM 1 EA $ 2,360.00 $ 2,360.00 0% 0% $ - 0% $ - iii. EXPANSION TANK 1 EA $ 1,770.00 $ 1,770.00 0% 0% $ - 0% $ - iv. ROUGH-INS AT 3 EA $ 590.00 $ 1,770.00 0% 0% $ - 0% $ - v. EXTRA FOR ROOFTOP EQUIPMENT PLATFORM TO EXISTING
MECHANICAL WELL 5 EA $ 590.00 $ 2,950.00 0% 0% $ -
0% $ -
b.
i. WATER CLOSET, WALL HUNG 13 EA $ 1,770.00 $ 23,010.00 3% 0% $ - 3% $ 750.00 ii. URINAL 2 EA $ 1,180.00 $ 2,360.00 6% 0% $ - 6% $ 150.00 iii. LAVATORY SINK, WALL 8 EA $ 1,180.00 $ 9,440.00 6% 0% $ - 6% $ 550.00 iv. COUNTER SINK 6 EA $ 1,180.00 $ 7,080.00 7% 0% $ - 7% $ 500.00 v. ROUGH-INS AT 29 EA $ 590.00 $ 17,110.00 3% 0% $ - 3% $ 550.00 c.
i. 1/2" CW PIPE 184 LF $ 47.20 $ 8,684.80 38% 38% $ 3,340.91 77% $ 6,681.82 ii. 3/4" CW PIPE 218 LF $ 59.00 $ 12,862.00 38% 38% $ 4,840.91 75% $ 9,681.82 iii. 1" CW PIPE 10 LF $ 70.80 $ 708.00 35% 35% $ 250.00 71% $ 500.00 iv. 1 1/2" CW PIPE 270 LF $ 94.40 $ 25,488.00 21% 21% $ 5,431.82 43% $ 10,863.64 v. 2" CW PIPE 28 LF $ 118.00 $ 3,304.00 48% 48% $ 1,590.91 96% $ 3,181.82 vi. 2 1/2" CW PIPE 32 LF $ 147.50 $ 4,720.00 34% 34% $ 1,590.91 67% $ 3,181.82 vii. 3" CW PIPE 52 LF $ 177.00 $ 9,204.00 31% 31% $ 2,886.36 63% $ 5,772.72 viii. 3" CW PIPE - BELOW GRADE 5 LF $ 177.00 $ 885.00 33% 33% $ 295.45 67% $ 590.90 ix. WATER HAMMER ARRESTOR, 3/4" 2 EA $ 590.00 $ 1,180.00 50% 50% $ 590.91 100% $ 1,181.82 x. TRAP PRIMER 2 EA $ 590.00 $ 1,180.00 50% 50% $ 590.91 100% $ 1,181.82 xi. WALL ACCESS PANEL 4 EA $ 590.00 $ 2,360.00 46% 46% $ 1,090.91 92% $ 2,181.82 d.
i. 1/2" HW PIPE 140 LF $ 47.20 $ 6,608.00 45% 55% $ 3,608.00 100% $ 6,608.00 ii. 3/4" HW/HWR PIPE 440 LF $ 59.00 $ 25,960.00 31% 32% $ 8,392.00 63% $ 5,000.00 iii. PIPE INSULATION, 1/2" PIPE 140 LF $ 5.90 $ 826.00 0% 0% $ - 0% $ - iv. PIPE INSULATION, 3/4" PIPE 440 LF $ 7.08 $ 3,115.20 32% 0% $ - 32% $ 1,000.00 e.
i. 1 1/2" VENT PIPE - WALL/CEILING 428 LF $ 59.00 $ 25,252.00 77% 20% $ 5,000.00 97% $ 24,437.50 ii. 2" VENT PIPE - WALL/CEILING 240 LF $ 70.80 $ 16,992.00 74% 15% $ 2,500.00 89% $ 15,062.50 iii. 3" VENT PIPE - WALL/CEILING 20 LF $ 82.60 $ 1,652.00 34% 0% $ - 34% $ 562.50

COLD WATER

HOT WATER

SANITARY SEWER & VENT

PASSENGER ELEVATOR
FIRE SUPPRESSION (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

FIRE SPRINKLER SYSTEM
PLUMBING (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

PLUMBING EQUIPMENT

PLUMBING FIXTURES

WINDOW SHADES

FURNISHINGS
SPECIAL CONSTRUCTION (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

OUTDOOR DECK PEDESTAL SYSTEM

OUTDOOR GREEN DECK
CONVEYING EQUIPMENT (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION) SPECIALTIES (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

RESTROOM SPECIALTIES
MISC. SPECIALTIES
EQUIPMENT (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

EQUIPMENT
FURNISHINGS (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

FLOOR FINISHES

CEILING FINISHES

VERTICAL SOFFITS

EXTERIOR SOFFIT/FASCIA
iv. 2" WASTE PIPE - WALL/CEILING 158 LF $ 82.60 $ 13,050.80 100% 0% $ - 100% $ 13,000.00 v. 3" WASTE PIPE - WALL/CEILING 12 LF $ 118.00 $ 1,416.00 40% 0% $ - 40% $ 562.50 vi. 4" WASTE PIPE - WALL/CEILING 180 LF $ 118.00 $ 21,240.00 79% 12% $ 2,500.00 91% $ 19,250.00 vii. 2" WASTE PIPE - BELOW SLAB 8 LF $ 88.50 $ 708.00 44% 0% $ - 44% $ 312.50 viii. 4" WASTE PIPE - BELOW SLAB 56 LF $ 118.00 $ 6,608.00 39% 0% $ - 39% $ 2,562.50 ix. FLOOR DRAIN 2 EA $ 1,180.00 $ 2,360.00 66% 0% $ - 66% $ 1,562.50 x. 4" WCO 2 EA $ 590.00 $ 1,180.00 48% 0% $ - 48% $ 562.50 xi. 3" FCO - ON SUSP. SLAB 1 EA $ 590.00 $ 590.00 53% 0% $ - 53% $ 312.50 xii. 4" FCO - ON SUSP. SLAB 1 EA $ 590.00 $ 590.00 53% 0% $ - 53% $ 312.50 xiii. 4" FCO - ON GRADE 1 EA $ 590.00 $ 590.00 53% 0% $ - 53% $ 312.50 xiv. 1 1/2" VTR + FLASHING 2 EA $ 295.00 $ 590.00 64% 0% $ - 64% $ 375.00 xv. 3" VTR + FLASHING 4 EA $ 295.00 $ 1,180.00 48% 0% $ - 48% $ 562.50 xvi. CUT & PATCH (E) SITE PAVING 5 LF $ 118.00 $ 590.00 42% 0% $ - 42% $ 250.00 f.
i. 3/4" CD PIPE 300 LF $ 59.00 $ 17,700.00 0% 0% $ - 0% $ - ii. PIPE INSULATION, 3/4" PIPE 300 LF 300 LF $ 5.90 $ 1,770.00 0% 0% $ - 0% $ - iii. POC TO SINK TAILPIECE 1 EA $ 295.00 $ 295.00 0% 0% $ - 0% $ - iv. POC TO HVAC UNIT W/ TRAP & VENT $ - $ - 0% 0% $ - 0% $ - g.
i. SEE DIVISION 7 FOR GUTTER & DOWNSPOUT $ - 0 0% 0% $ - 0% $ - ii. OUTDOOR DECK DRAIN SYSTEM NATURAL GAS 2,955 SF $ - $ - 0% 0% $ - 0% $ - iii. GAS CONNECTION TO NEW WATER HEATER, COMPLETE 30 LF $ 88.50 $ 2,655.00 68% 0% $ - 68% $ 1,809.45 h.
i. VALVES & SPECIALTIES 1 LS $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 ii. MISC. PLUMBING SYSTEM 8,564 GSF $ 0.12 $ 1,010.55 100% 0% $ - 100% $ 1,010.55 iii. TESTING 1 LS $ 590.00 $ 590.00 100% 0% $ - 100% $ 590.00 iv. ALLOWANCE FOR PLUMBING DESIGN COORDINATION FROM
SCHEMATIC DESIGN DRAWINGS 1 LS $ - $ - 0% 0% $ -
0% $ -
a.
i. CU1 - 168 KBTUH COOLING, 189 KBTUH HEATING, (2) CONDENSER FANS, (2) COMPRESSORS, (1) MODULE 1 EA $ 11,800.00 $ 11,800.00 3% 97% $ 11,400.00 100% $ 11,800.00
ii. CU2 - 312 KBTUH COOLING, 351 KBTUH HEATING, (4) CONDENSER FANS, (3) COMPRESSORS, (2) MODULES 1 EA $ 23,600.00 $ 23,600.00 3% 97% $ 22,800.00 100% $ 23,600.00
iii. FC1 - 5.0 TON, CEILING MOUNT 1 EA $ 4,130.00 $ 4,130.00 10% 90% $ 3,730.00 100% $ 4,130.00 iv. FC2 - 3.0 TON, CEILING MOUNT 2 EA $ 2,950.00 $ 5,900.00 7% 93% $ 5,500.00 100% $ 5,900.00 v. FC3 - 2.0 TON, CEILING MOUNT 3 EA $ 2,360.00 $ 7,080.00 6% 94% $ 6,680.00 100% $ 7,080.00 vi. FC4 - 1.5 TON, CEILING MOUNT 1 EA $ 1,770.00 $ 1,770.00 23% 77% $ 1,370.00 100% $ 1,770.00 vii. FC5 - CEILING CASSETTE, 2.0 TON 1 EA $ 2,360.00 $ 2,360.00 17% 83% $ 1,960.00 100% $ 2,360.00 viii. FC6 - CEILING CASSETTE, 1.5 TON 2 EA $ 1,770.00 $ 3,540.00 11% 89% $ 3,140.00 100% $ 3,540.00 ix. FC10 - 2.0 TON, CEILING MOUNT 1 EA $ 2,360.00 $ 2,360.00 17% 83% $ 1,960.00 100% $ 2,360.00 x. FC/OSA DUCTWORK 1,560 LBS $ 41.30 $ 64,428.00 2% 64% $ 41,460.00 67% $ 43,060.00 xi. DUCT INSULATION 1,320 SF $ 4.72 $ 6,230.40 6% 0% $ - 6% $ 400.00 xii. CEILING DIFFUSER + FLEX CONNECTOR 5 EA $ 59.00 $ 295.00 0% 0% $ - 0% $ - xiii. CEILING DIFFUSER 4 EA $ 59.00 $ 236.00 0% 0% $ - 0% $ - xiv. SUPPLY REGISTER, SIDEWALL 21 EA $ 106.20 $ 2,230.20 18% 0% $ - 18% $ 400.00 xv. RETURN AIR GRILLE, SIDEWALL 1 EA $ 94.40 $ 94.40 0% 0% $ - 0% $ - xvi. RETURN AIR GRILLE, CEILING 3 EA $ 118.00 $ 354.00 0% 0% $ - 0% $ - xvii. MVD 31 EA 31 EA $ 59.00 $ 1,829.00 22% 0% $ - 22% $ 400.00 xviii. 12" WALL JACK + CAP 1 EA $ 64.00 $ 64.00 0% 0% $ - 0% $ - xix. 14" ROOF JACK + CAP 1 EA 1 EA $ 118.00 $ 118.00 0% 0% $ - 0% $ - xx. 10" ROOF JACK + CAP 1 EA $ 64.90 $ 64.90 0% 0% $ - 0% $ - xxi. 6" ROOF JACK + CAP 5 EA $ 64.90 $ 324.50 0% 0% $ - 0% $ - xxii. REFRIGERANT PIPING - 1/2" + 7/8" + 1 1/8" + INSULATION 20 LF $ 177.00 $ 3,540.00 11% 0% $ - 11% $ 400.00 xxiii. REFRIGERANT PIPING - (3) PIPES + INSULATION 60 LF $ 177.00 $ 10,620.00 4% 0% $ - 4% $ 400.00 xxiv. REFRIGERANT PIPING - (2) PIPES + INSULATION 420 LF $ 177.00 $ 74,340.00 3% 0% $ - 3% $ 2,000.00 xxv BRANCH SELECTOR BOX 4 EA $ 1,180.00 $ 4,720.00 8% 0% $ - 8% $ 400.00 b.
i. CU5 - 13.78 KBTUH COOLING, 13.78 KBTUH HEATING, (1)
CONDENSER FAN, (1) COMPRESSOR, (1) MODULE 1 EA $ 4,720.00 $ 4,720.00 11% 0% $ - 11% $ 500.00
ii. FC13, 1.0 TON, WALL MOUNT 1 EA $ 1,180.00 $ 1,180.00 0% 81% $ 960.00 81% $ 960.00 iii. REFRIGERANT PIPING - (2) PIPES + INSULATION 30 LF $ 118.00 $ 3,540.00 0% 100% $ 3,540.00 100% $ 3,540.00 c.
i. ROOF EXHAUST FAN, 1000 CFM + BDD + ROOF CURB 1 EA $ 590.00 $ 590.00 10% 90% $ 531.00 100% $ 590.00 ii. EXHAUST DUCTWORK 185 LBS $ 41.30 $ 7,640.50 1% 96% $ 7,348.00 97% $ 7,393.38 iii. DUCT INSULATION 170 SF $ 4.72 $ 802.40 0% 100% $ 802.40 100% $ 802.40 iv. CEILING GRILLE 3 EA $ 118.00 $ 354.00 10% 90% $ 318.60 100% $ 354.00 d.
i. VRF SYSTEM (11 FANCOILS) 1 LS $ 2,360.00 $ 2,360.00 10% 0% $ - 10% $ 236.00 ii. CONTROLS - MINI SPLIT 1 PR $ 590.00 $ 590.00 10% 0% $ - 10% $ 59.00 iii. ROOF EXHAUST FAN 1 EA $ 590.00 $ 590.00 10% 0% $ - 10% $ 59.00 iv. EXTRA FOR THERMOSTAT 13 EA $ 389.40 $ 5,062.20 10% 0% $ - 10% $ 506.22 v. EMS SYSTEM 8,564 GSF $ - $ - 0% 0% $ - 0% $ -
e.
i. MISC. HVAC SYSTEM 8,564 GSF $ - $ - 0% 0% $ - 0% $ - ii. TESTING 1 LS $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - iii. ALLOWANCE FOR HVAC DESIGN COORDINATION FROM SCHEMATIC DESIGN DRAWINGS 1 LS $ - $ - 0% 0% $ -
0% $ -
a.
i.

MAIN SWITCHBOARD "MSB", 800A-277480V-3PH-4W, NEMA-1
W/ U/G SECTION, METER/MAIN SECTION, & (6) OUTGOING BREAKER

SECTIONS
1 EA $ 11,800.00 $ 11,800.00 55% 0% $ -
55% $ 6,500.00
ii. TRANSFORMER, 75 KVA 1 EA $ 11,800.00 $ 11,800.00 55% 0% $ - 55% $ 6,500.00 iii. ELEVATOR DISCONNECT, 100A/3P, LOCKABLE 1 EA $ 885.00 $ 885.00 0% 0% $ - 0% $ - iv. EQUIPMENT GROUNDING 2 EA $ 590.00 $ 1,180.00 0% 0% $ - 0% $ - b.
i. PANEL BOARD, MLO-225A BUS-277/480V-3PH-4W, 42 CKT.BREAKER SPACES 2 EA $ 2,360.00 $ 4,720.00 44% 0% $ - 44% $ 2,100.00 ii. PANEL BOARD, MLO-225A BUS-120/208V-3PH-4W, 42 CKT.BREAKER SPACES 1 EA $ 2,360.00 $ 2,360.00 51% 0% $ - 51% $ 1,200.00 iii. PANEL BOARD, MLO-100A BUS-120/208V-3PH-4W, 42 CKT.BREAKER SPACES 1 EA $ 1,770.00 $ 1,770.00 51% 0% $ - 51% $ 900.00 iv. LIGHTING INVERTER 2 EA $ 1,770.00 $ 3,540.00 51% 0% $ - 51% $ 1,800.00 c.
i. 1 1/4" EMT CONDUIT W/ 3 #2 + 1 #8 GND 200 LF $ 76.70 $ 15,340.00 100% 0% $ - 100% $ 15,340.00 ii. 1 1/2" EMT CONDUIT W/ 4 #2 + 1 #8 GND 140 LF $ 88.50 $ 12,390.00 100% 0% $ - 100% $ 12,390.00 iii. 2" EMT CONDUIT W/ 4 #3/0 + 1 #6 GND 210 LF $ 106.20 $ 22,302.00 100% 0% $ - 100% $ 22,302.00 iv. 1 1/2" EMT CONDUIT W/ PULLSTRING 50 LF $ 66.08 $ 3,304.00 100% 0% $ - 100% $ 3,304.00 d.
i. DUPLEX RECEPTACLE 50 EA $ 128.62 $ 6,431.00 31% 0% $ - 31% $ 2,000.00 ii. DUPLEX RECEPTACLE, FLUSH FLOOR, POKE-THRU 14 EA $ 472.00 $ 6,608.00 61% 0% $ - 61% $ 4,000.00 iii. DOUBLE DUPLEX RECEPTACLE 10 EA $ 175.82 $ 1,758.20 57% 0% $ - 57% $ 1,000.00 iv. DUPLEX RECEPTACLE, GFI 13 EA $ 194.70 $ 2,531.10 40% 0% $ - 40% $ 1,000.00 v. DUPLEX RECEPTACLE, GFI, WP 3 EA $ 206.50 $ 619.50 65% 0% $ - 65% $ 400.00 vi. BRANCH POWER CIRCUIT, EMT CONDUIT/CU WIRES 1,800 LF $ 15.30 $ 27,548.28 49% 40% $ 11,000.00 89% $ 24,600.00 e.
i. DISC. SWITCH - ASSUME 100A/3P, WP FOR CU2 1 EA $ 985.30 $ 985.30 0% 100% $ 985.30 100% $ 985.30 ii. DISC. SWITCH - ASSUME 60A/3P, WP FOR CU1 1 EA $ 649.00 $ 649.00 0% 100% $ 649.00 100% $ 649.00 iii. DISC. SWITCH - 60A/2P, WP FOR WH 1 EA $ 578.00 $ 578.00 0% 100% $ 578.00 100% $ 578.00 iv. DISC. SWITCH - ASSUME 30A/2P, WP FOR CU5 1 EA $ 395.30 $ 395.30 0% 100% $ 395.30 100% $ 395.30 v. DISC. SWITCH - ASSUME 30A/3P FOR FC1 & FC2 3 EA $ 253.70 $ 761.10 0% 100% $ 761.10 100% $ 761.10 vi. MOTOR SWITCH - INDOOR FANCOILS 9 EA $ 147.50 $ 1,327.50 0% 100% $ 1,327.50 100% $ 1,327.50 ELECTRICAL (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

ELECTRICAL EQUIPMENT

PANEL BOARD

SECONDARY FEEDER

BRANCH POWER

HVAC/PLUMBING EQUIPMENT POWER
HVAC (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

VRF SPLIT SYSTEM

MINI SPLIT SYSTEM

EXHAUST FAN

CONTROLS

MISCELLANEOUS

CONDENSATE DRAINS

ROOF DRAINS

MISCELLANEOUS
vii. 100A/3P POWER CIRCUIT 70 LF $ 76.70 $ 5,369.00 0% 100% $ 5,369.00 100% $ 5,369.00 viii. 60A/3P POWER CIRCUIT 50 LF $ 63.72 $ 3,186.00 0% 100% $ 3,186.00 100% $ 3,186.00 ix. 60A/2P POWER CIRCUIT 70 LF $ 55.62 $ 3,893.76 0% 22% $ 840.92 22% $ 840.92 x. 30A/3P POWER CIRCUIT 200 LF $ 46.02 $ 9,204.00 0% 0% $ - 0% $ - xi. 30A/2P POWER CIRCUIT 50 LF $ 42.48 $ 2,124.00 0% 0% $ - 0% $ - xii. 20A/1P POWER CIRCUIT 360 LF $ 35.68 $ 12,845.95 0% 0% $ - 0% $ - xiii. ROOF EXHAUST FAN POWER 1 EA $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - xiv. CIRCULATING PUMP POWER 1 EA $ 295.00 $ 295.00 0% 0% $ - 0% $ - xv. ELECTRIC HAND DRYER POWER 4 EA $ 295.00 $ 1,180.00 0% 0% $ - 0% $ - xvi. EXT. WALL PENETRATION - 1 1/2" CONDUIT 1 EA $ 118.00 $ 118.00 0% 0% $ - 0% $ - xvii. ROOF PENETRATION - 3/4" CONDUIT $ - 0% 0% $ - 0% $ - f.
i. L1 - 2x2 LAY-IN LED FIXTURE, 40W 25 EA $ 708.00 $ 17,700.00 7% 93% $ 16,480.49 100% $ 17,700.00 ii. L3 - 13'L PENDANT DIRECT/INDIRECT LED, 18W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 iii. L3 - 15'L PENDANT DIRECT/INDIRECT LED, 18W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 iv. L3 - 20'L PENDANT DIRECT/INDIRECT LED, 18W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 v. L4 - 20'L SURFACE WALL WASHER, 10W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 vi. L4 - 26'L SURFACE WALL WASHER, 10W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 vii. L4 - 40'L SURFACE WALL WASHER, 10W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 viii. L4A - 7.5'L SUSPENDED WALL WASHER, 10W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 ix. L5 - 4'L PENDANT INDIRECT LED, 26W/FT 13 EA $ 708.00 $ 9,204.00 7% 93% $ 8,519.51 99% $ 9,129.27 x. L5 - 6'L PENDANT INDIRECT LED, 26W/FT 3 EA $ 708.00 $ 2,124.00 100% 0% $ - 100% $ 2,124.00 xi. L5 - 10'L PENDANT INDIRECT LED, 26W/FT 2 EA $ 708.00 $ 1,416.00 100% 0% $ - 100% $ 1,416.00 xii. L5 - 15'L PENDANT INDIRECT LED, 26W/FT 3 EA $ 708.00 $ 2,124.00 100% 0% $ - 100% $ 2,124.00 xiii. L5 - 24'L PENDANT INDIRECT LED, 26W/FT 3 EA $ 708.00 $ 2,124.00 100% 0% $ - 100% $ 2,124.00 xiv. L7 - RECESSED DOWNLIGHT, 17W 7 EA $ 708.00 $ 4,956.00 100% 0% $ - 100% $ 4,956.00 xv. L9 - SURFACE ROUND LED FIXTURE, 12W 14 EA $ 708.00 $ 9,912.00 6% 0% $ - 6% $ 609.76 xvi. L12 - 14" dia PENDANT GLOBE FIXTURE, 18W 10 EA $ 708.00 $ 7,080.00 9% 0% $ - 9% $ 609.76 xvii. L13 - PENDANT LED CYLINDER, 15W 2 EA $ 708.00 $ 1,416.00 100% 0% $ - 100% $ 1,416.00 xviii. L14 - 7.75'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xix. L14 - 18.67'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xx. L14 - 31'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xxi. L14A - 5.33'L RECESSED LED LINEAR SLOT, 8W/FT 2 EA $ 708.00 $ 1,416.00 100% 0% $ - 100% $ 1,416.00 xxii. L14A - 7'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xxiii. L14A - 10.33'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xxiv. L14A - 14.5'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xxv. L14A - 20.67'L RECESSED LED LINEAR SLOT, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xxvi. L14B - 9'L RECESSED LINEAR W/ NARROW BEAM, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xxvii. L14B - 19'L RECESSED LINEAR W/ NARROW BEAM, 8W/FT 1 EA $ 708.00 $ 708.00 100% 0% $ - 100% $ 708.00 xxviii. L16 - MUSHROOM BOLLARD FIXTURE W/ BASE, 8W, WP 14 EA $ 708.00 $ 9,912.00 6% 0% $ - 6% $ 609.76 xxix. L18 - EXTERIOR UP/DOWN WALL LIGHT, 25W 3 EA $ 708.00 $ 2,124.00 100% 0% $ - 100% $ 2,124.00 xxx. L20 - WALL SURFACE TOPO SCONCE, 8W 7 EA $ 708.00 $ 4,956.00 85% 0% $ - 85% $ 4,227.30 xxxi. LED EXIT FIXTURE - ALLOWANCE 8 EA $ 708.00 $ 5,664.00 11% 0% $ - 11% $ 609.76 xxxii. LIGHTING FIXTURE TO STORAGE ROOM 120 2 EA $ 708.00 $ 1,416.00 100% 0% $ - 100% $ 1,416.00 xxxiii. JUNCTION BOX/PULL BOX 35 EA $ 65.61 $ 2,296.28 100% 0% $ - 100% $ 2,296.28 xxxiv. SWITCH, SINGLE 2 EA $ 118.00 $ 236.00 100% 0% $ - 100% $ 236.00 xxxv. DIMMER SWITCH, 2-GANG 5 EA $ 389.40 $ 1,947.00 100% 0% $ - 100% $ 1,947.00 xxxvi. DIMMER SWITCH, 3-GANG 2 EA $ 584.10 $ 1,168.20 100% 0% $ - 100% $ 1,168.20 xxxvii. VACANCY SENSOR - WALL 11 EA $ 175.82 $ 1,934.02 100% 0% $ - 100% $ 1,934.02 xxxviii. VACANCY SENSOR - CEILING 11 EA $ 549.88 $ 6,048.68 10% 0% $ - 10% $ 609.76 xxxix. SWITCHPACK - CEILING 11 EA $ 704.46 $ 7,749.06 8% 0% $ - 8% $ 609.76 xxxx. INTERIOR PHOTOCEL - CEILING 3 EA $ 549.88 $ 1,649.64 100% 0% $ - 100% $ 1,649.64 xxxxi. BRANCH LIGHTING CIRCUIT, EMT CONDUIT/CU WIRES 3,210 LF $ 26.18 $ 84,051.28 1% 0% $ - 1% $ 609.76 g.
i. MISC. ELECTRICAL SYSTEM 8,564 GSF $ - $ - 0% 0% $ - 0% $ - ii. TESTING 1 LS $ 1,180.00 $ 1,180.00 0% 0% $ - 0% $ - iii. ALLOWANCE FOR ELECTRICAL DESIGN COORDINATION FROM
SCHEMATIC DESIGN DRAWINGS 1 LS $ - $ - 0% 0% $ -
0% $ -
a.
i. TELEPHONE/DATA W/ (2) IDF ROOMS 8,564 GSF $ 7.67 $ 65,685.88 4% 0% $ - 4% $ 2,500.00 ii. EXTRA FOR MAIN PATHWAY - MDF TO IDF1 240 LF $ 41.30 $ 9,912.00 0% 0% $ - 0% $ - iii. EXTRA FOR MAIN PATHWAY - MDF TO IDF2 120 LF $ 76.70 $ 9,204.00 0% 0% $ - 0% $ - iv. PUBLIC ADDRESS/IC/CLOCK 8,564 GSF $ 1.18 $ 10,105.52 0% 0% $ - 0% $ - v. AUDIO-VISUAL SYSTEM 8,564 GSF $ 3.54 $ 30,316.56 0% 41% $ 12,500.00 41% $ 12,500.00 vi. CTV 8,564 GSF $ 3.54 $ 30,316.56 0% 41% $ 12,500.00 41% $ 12,500.00 vii. MISC./TESTING 1 LS $ 206.50 $ 206.50 0% 0% $ - 0% $ - a.
i. FIRE ALARM SYSTEM W/ VOICE AMPLIFIER & REMOTE POWER
SUPPLY, COMPLETE 8,564 GSF $ 11.80 $ 101,055.20 30% 15% $ 15,000.00 45% $ 45,000.00
b.
i. SECURITY SYSTEM, COMPLETE 8,564 GSF $ 14.16 $ 121,266.24 0% 20% $ 24,000.00 20% $ 24,000.00 CHANGE ORDER 001 Asbestos Abatement According to P5 Report 1 LS $ 137,865.00 $ 137,865.00 100% 0% $ - 100% $ 137,865.00 CHANGE ORDER 002
proper removal of existing cabinetry, exploratory demolition and investigation to determine source of water intrusion into existing bldg, proper removal and disposal of 2 subpanels, addition concrete slab, ceiling, floor finishes, and wall bases 1 LS $ 82,063.17 $ 82,063.17 100% 0% $ -
100% $ 82,063.17
CHANGE ORDER 003
electrical Foor Boxes (4) installation/connection tp Panel E including cutting & patching concrete slab-on-grade. Exisitng Storm Drain Line additional line and connections (10)/Bubbler at the end of line.
1 LS $ 47,788.54 $ 47,788.54 100% 0% $ -
100% $ 47,788.54
CHANGE ORDER 004 Added demo & grading (South of Existing bldg), roof demo, additional walkway/pathway demo&grading, additional roof insulation, relocation of kitchen wall 1 LS $ 78,958.29 $ 78,958.29 100% 0% $ - 100% $ 78,958.29
CHANGE ORDER 005
Added strucutrural columns, addition mechanical equipment, additional demo (stucco, walls, restroom), extending elevator pit footing and rebars, additional lighting equipment, additional door opening, extending structure footing, and repairing water damage uncovered.
1 LS $ 73,946.75 $ 73,946.75 100% 0% $ -
100% $ 73,946.75
CHANGE ORDER 006 See Change Order 007 for detail, See contractor COs submittal for break down 1 LS $ 73,375.78 $ 73,375.78 100% 0% $ - 100% $ 73,375.78
CHANGE ORDER 007
Added demo & grading (South of Existing bldg), landscaping & irrigation changes, gas rerouting for water heaters or AC unit on the roof, mechanical changes, concrete reinforcing, additional lights fixtures, relocation of catch basin, added beam & posts for E roof, E door opening adjustment, relocation of existing curb footing, stem wall adjustment
1 LS $ 115,752.91 $ 115,752.91 0% 100% $ 115,752.91
100% $ 115,752.91
$ 609,750.44 $ 14,943,997.53 $ 1,715,315.03
$ 1,715,315.03 $ 7,706,196.39
LESS RETENTION $ 85,765.75 $ 385,309.82

LESS PREVIOUSLY
PAID $ - $ 5,691,337.29

TOTAL AMOUNT
DATE $ 1,629,549.28 $ 1,629,549.28
ACCOUNT #:

PO#2946 1,629,549.28
German Franco German Franco
Project Engineer

SECURITY

APPROVED CHANGE ORDERS

TOTAL CONTRACT PRICE
TOTAL
TOTAL AMOUNT DUE FOR THIS 10th PROGRESS PAYMENT:

LIGHTING

MISCELLANEOUS
COMMUNICATIONS (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

SIGNAL SYSTEM
ELECTRONIC SAFETY & SECURITY (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION)

FIRE ALARM
APPLICATION AND CERTIFICATION FOR PAYMENT AIA DOCUMENT G702 Page 1 OF 1 TO OWNER: City of Hawthorne PROJECT: APPLICATION NO: 10 Distribution to:
4455 W. 126th Street City of Hawthrone New Senior Center OWNER Hawthorne, CA, 90250 PERIOD FROM: 11/1/2025 CM
PERIOD TO: 12/31/2025 ARCHITECT
FROM CONTRACTOR: VIA CONSTRUCTION MANAGER: CONTRACTOR
PCN3, INC. ENGINEER
10591 Humbolt Street, Unit A
Los Alamitos, CA, 90720 PROJECT NOS: 24-03
CONTRACT NO: 24-03
CONTRACT FOR: 24-03 CONTRACT DATE: 8/28/2024
CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, Application is made for payment, as shown below, in connection with the Contract. information and belief the Work covered by this Application for Payment has been Continuation Sheet, AIA Document G703, is attached. completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.

1. ORIGINAL CONTRACT SUM 14,445,000.00

2. Net change by Change Orders 573,744.00 CONTRACTOR: PCN3, INC.

3. CONTRACT SUM TO DATE (Line 1 ± 2) 15,018,744.00

4. TOTAL COMPLETED & STORED TO 7,706,196.39
DATE (Column G on G703) By: Date:

5. RETAINAGE:
a. 5 % of Work Completed $ 385,309.82 State of: California County of:
(Column D + E on G703) Subscribed and sworn to before me this day of b. 5 % of Stored Material $ - Notary Public:
(Column F on G703) My Commission expires:

Total Retainage (Lines 5a + 5b or
Total in Column I of G703) 385,309.82 PM'S CERTIFICATE FOR PAYMENT

6. TOTAL EARNED LESS RETAINAGE 7,320,886.57 In accordance with the Contract Documents, based on on-site observations and the data (Line 4 Less Line 5 Total) comprising the application, the Engineer certifies to the Owner that to the best of the

7. LESS PREVIOUS CERTIFICATES FOR Engineer's knowledge, information and belief the Work has progressed as indicated, PAYMENT (Line 6 from prior Certificate) 5,691,337.29 the quality of the Work is in accordance with the Contract Documents, and the Contractor

8. CURRENT PAYMENT DUE 1,629,549.28 is entitled to payment of the AMOUNT CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE 7,697,857.43
(Line 3 less Line 6) AMOUNT CERTIFIED . . . . . . . . . . . $ 1,629,549 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS (Attach explanation if amount certified differs from the amount applied. Initial all figures on this Total changes approved Application and on the Continuation Sheet that are changed to conform with the amount certified.) in previous months by Owner $ 573,744 $ - Project Manager:

Total approved this Month $0.00 $ - By: Date:

TOTALS $ 573,744 $ - This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without NET CHANGES by Change Order $ 573,744 prejudice to any rights of the Owner or Contractor under this Contract.

AIA DOCUMENT G702 · APPLICATION AND CERTIFICATION FOR PAYMENT · 1992 EDITION · AIA · ©1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, DC 20006-5292 Users may obtain validation of this document by requesting a completed AIA Document D401 - Certification of Document's Authenticity from the Licensee.

CONSTRUCTION MANAGER:

By:

Project Manager
PCN3, INC. City of Hawthrone New Senior Center APPLICATION NUMBER: 10 10591 Humbolt Street, Unit A CITY OF Hawthrone APPLICATION DATE: 12/31/2025 Los Alamitos, CA, 90720 Schedule of Values PERIOD TO: 12/31/2025

A B C D E F G H I
ITEM DESCRIPTION OF WORK SCHEDULED TOTAL BILLED MATERIALS STORED TOTAL % BALANCE RETAINAGE NO. VALUE PREVIOUS THIS PRIOR CURRENT TOTAL COMPLETED T/D TO FINISH 5%

APPLICATIONS PERIOD STORED STORED STORED AND STORED (C-G)

TO DATE

1.00 EXISTING CONDITIONS (SITEWORK) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

1.a DEMO @ SENIOR CENTER SITE (HAULING INCLUDED) 38,406.64 38,406.64 0.00 0.00 0.00 $0.00 $38,406.64 100% $0.00 $1,920.33

1.b DEMO @ EAST PARKING LOT (HAULING INCLUDED) 47,072.56 47,072.56 0.00 0.00 0.00 $0.00 $47,072.56 100% $0.00 $2,353.63

1.c DEMO @ NORTH PARKING LOT (HAULING INCLUDED) 32,013.40 32,013.40 0.00 0.00 0.00 $0.00 $32,013.40 100% $0.00 $1,600.67

1.d MISC. SITE DEMO 8,260.00 8,260.00 0.00 0.00 0.00 $0.00 $8,260.00 100% $0.00 $413.00

2.00 EARTHWORK: SITE PREPARATION (SITEWORK) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

2.a SITE CLEARING 20,731.42 20,731.42 0.00 0.00 0.00 $0.00 $20,731.42 100% $0.00 $1,036.57

2.b ROUGH GRADING 41,462.84 41,462.84 0.00 0.00 0.00 $0.00 $41,462.84 100% $0.00 $2,073.14

2.c RAW CUT - PER C.E. QUANTITY 2,147.60 2,147.60 0.00 0.00 0.00 $0.00 $2,147.60 100% $0.00 $107.38

2.d FINE GRADING 52,204.38 25,000.00 20,000.00 0.00 0.00 $0.00 $45,000.00 86% $7,204.38 $2,250.00

2.e BUILDING PAD OVEREXCAVATION - WEST ADDITION 66,599.20 66,599.20 0.00 0.00 0.00 $0.00 $66,599.20 100% $0.00 $3,329.96

2.f BUILDING PAD OVEREXCAVATION - EXTENDED SLAB 10,431.20 10,431.20 0.00 0.00 0.00 $0.00 $10,431.20 100% $0.00 $521.56

2.g SCARIFY & COMPACT U/S PAVING 11,756.34 11,756.34 0.00 0.00 0.00 $0.00 $11,756.34 100% $0.00 $587.82

2.h EXPORT/HAUL DIRT SURPLUS + 15% SWELL VOLUME 16,726.50 16,726.50 0.00 0.00 0.00 $0.00 $16,726.50 100% $0.00 $836.33

2.i EROSION CONTROL 31,097.13 31,097.13 0.00 0.00 0.00 $0.00 $31,097.13 100% $0.00 $1,554.86

3.00 EXTERIOR IMPROVEMENTS (SITEWORK) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

3.a.I SENIOR CENTER SITE - HARDSCAPE 139,670.70 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $139,670.70 $0.00

3.a.II SENIOR CENTER SITE - BRICK PAVERS 121,197.80 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 2% $118,697.80 $125.00

3.a.III SENIOR CENTER SITE - LANDSCAPE 197,109.89 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $197,109.89 $0.00

3.a.IV SENIOR CENTER SITE - SITE WALLS 43,660.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $43,660.00 $0.00

3.a.V

SENIOR CENTER SITE - ORNAMENTAL STEEL FENCING &
GATES 106,412.40 0.00 30,000.00 0.00 0.00 $0.00 $30,000.00 28% $76,412.40 $1,500.00

3.b EAST PARKING LOT 109,801.36 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $109,801.36 $0.00

3.C NORTH PARKING LOT 69,844.20 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $69,844.20 $0.00

3.d SIGNAGE 1,180.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $1,180.00 $0.00

4.00 UTILITIES (SITEWORK) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

4.a STORM DRAINS 135,924.20 135,924.20 0.00 0.00 0.00 $0.00 $135,924.20 100% $0.00 $6,796.21

4.b FIRE WATER 203,904.00 203,904.00 0.00 0.00 0.00 $0.00 $203,904.00 100% $0.00 $10,195.20

4.c SANITARY SEWER 37,288.00 37,288.00 0.00 0.00 0.00 $0.00 $37,288.00 100% $0.00 $1,864.40

4.d NATURAL GAS 5,900.00 5,900.00 0.00 0.00 0.00 $0.00 $5,900.00 100% $0.00 $295.00

4.e PRIMARY/SECONDARY POWER SERVICE 102,424.00 50,000.00 15,000.00 0.00 0.00 $0.00 $65,000.00 63% $37,424.00 $3,250.00

4.f ELECTRIC VEHICLE CHARGING STATION 43,365.00 10,000.00 10,000.00 0.00 0.00 $0.00 $20,000.00 46% $23,365.00 $1,000.00

4.g SITE LIGHTING 47,200.00 10,000.00 0.00 0.00 0.00 $0.00 $10,000.00 21% $37,200.00 $500.00

4.h MISCELLANEOUS 1,180.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $1,180.00 $0.00

5.00 EXISTING CONDITIONS (EXISTING BUILDING RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

5.a SELECTIVE BUILDING DEMOLITION (HAULING INCLUDED) 292,287.18 292,287.18 0.00 0.00 0.00 $0.00 $292,287.18 100% $0.00 $14,614.36

5.b PLUMBING DEMOLITION 4,814.40 4,814.40 0.00 0.00 0.00 $0.00 $4,814.40 100% $0.00 $240.72

5.c HVAC DEMOLITION 9,086.00 9,086.00 0.00 0.00 0.00 $0.00 $9,086.00 100% $0.00 $454.30

5.d ELECTRICAL DEMOLITION 48,757.60 48,757.60 0.00 0.00 0.00 $0.00 $48,757.60 100% $0.00 $2,437.88

6.00 CONCRETE (EXISTING BUILDING RENOVATION +
EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

6.a FOUNDATION - INCLUDED PER SEPARATE ADDITION 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

6.b ELEVATOR 208,904.34 208,904.34 0.00 0.00 0.00 $0.00 $208,904.34 100% $0.00 $10,445.22 Hawthorne-SeniorCenter-NOV&DEC-25-PayApp Page 2

A B C D E F G H I
ITEM DESCRIPTION OF WORK SCHEDULED TOTAL BILLED MATERIALS STORED TOTAL % BALANCE RETAINAGE NO. VALUE PREVIOUS THIS PRIOR CURRENT TOTAL COMPLETED T/D TO FINISH 5%

APPLICATIONS PERIOD STORED STORED STORED AND STORED (C-G)

TO DATE

6.c SLAB-ON-GRADE/CURBS 99,426.80 99,426.80 0.00 0.00 0.00 $0.00 $99,426.80 100% $0.00 $4,971.34

7.00 MASONRY (EXISTING BUILDING RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

7.a EXTERIOR CMU WALL 40,419.72 40,419.72 0.00 0.00 0.00 $0.00 $40,419.72 100% $0.00 $2,020.99

7.b INTERIOR CMU WALL 154,374.68 154,374.68 0.00 0.00 0.00 $0.00 $154,374.68 100% $0.00 $7,718.73

8.00 METALS (EXISTING BUILDING RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

8.a PERFORATED METAL PANEL SYSTEM 186,381.00 111,000.00 29,000.00 0.00 0.00 $0.00 $140,000.00 75% $46,381.00 $7,000.00

8.b MISC. METALS 11,800.00 1,180.00 4,720.00 0.00 0.00 $0.00 $5,900.00 50% $5,900.00 $295.00 9 CARPENTRY (EXISTING BUILDING RENOVATION +
EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

9.a FINISH CARPENTRY 166,675.00 5,000.00 0.00 0.00 0.00 $0.00 $5,000.00 3% $161,675.00 $250.00

9.b ROUGH CARPENTRY 228,092.23 170,000.00 35,000.00 0.00 0.00 $0.00 $205,000.00 90% $23,092.23 $10,250.00 10 THERMAL & MOISTURE PROTECTION (EXISTING BUILDING
RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

10.a ROOFING 186,857.25 10,000.00 0.00 0.00 0.00 $0.00 $10,000.00 5% $176,857.25 $500.00

10.b MISCELLANEOUS 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 11 OPENINGS (EXISTING BUILDING RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

11.a EXTERIOR DOORS + H.W. 49,678.00 34,750.00 0.00 0.00 0.00 $0.00 $34,750.00 70% $14,928.00 $1,737.50

11.b WINDOWS 227,364.76 17,500.00 57,500.00 0.00 0.00 $0.00 $75,000.00 33% $152,364.76 $3,750.00

11.c DOORS + H.W. 100,250.44 70,000.00 10,000.00 0.00 0.00 $0.00 $80,000.00 80% $20,250.44 $4,000.00

11.d WINDOWS 16,903.50 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 15% $14,403.50 $125.00

12.00 FINISHES (EXISTING BUILDING RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

12.a EXTERIOR WALLS 167,562.36 0.00 80,000.00 0.00 0.00 $0.00 $80,000.00 48% $87,562.36 $4,000.00

12.b INTERIOR WALLS 343,807.16 0.00 175,000.00 0.00 0.00 $0.00 $175,000.00 51% $168,807.16 $8,750.00

12.c FLOOR FINISHES 150,590.42 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $150,590.42 $0.00

12.d CEILING FINISHES 203,943.81 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $203,943.81 $0.00

12.e VERTICAL SOFFITS 53,764.20 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $53,764.20 $0.00

12.f EXTERIOR SOFFIT 738.68 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $738.68 $0.00 13 SPECIALTIES (EXISTING BUILDING RENOVATION +
EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

13.a RESTROOM SPECIALTIES 33,722.04 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $33,722.04 $0.00

13.b MISC. SPECIALTIES 24,965.02 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $24,965.02 $0.00 14 ALL EQUIPMENT - N.I.C. 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 15 FURNISHINGS (EXISTING BUILDING RENOVATION +
EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

15.a WINDOW SHADES 23,564.60 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $23,564.60 $0.00

15.b FURNISHINGS - ALL FF & E - N.I.C. 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 16 SPECIAL CONSTRUCTION (EXISTING BUILDING RENOVATION
+ EXTENSION) - THIS SECTION NOT APPLICABLE 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 17 CONVEYING EQUIPMENT (EXISTING BUILDING RENOVATION
+ EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 18 FIRE SUPPRESSION (EXISTING BUILDING RENOVATION +
EXTENSION) 121,240.00 12,000.00 36,000.00 0.00 0.00 $0.00 $48,000.00 40% $73,240.00 $2,400.00 19 PLUMBING (EXISTING BUILDING RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

19.a

PLUMBING EQUIPMENT - INCLUDED PER SEPARATE
ADDITION ESTIMATE 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

19.b PLUMBING FIXTURES 34,220.00 3,500.00 12,500.00 0.00 0.00 $0.00 $16,000.00 47% $18,220.00 $800.00 Hawthorne-SeniorCenter-NOV&DEC-25-PayApp Page 3

A B C D E F G H I
ITEM DESCRIPTION OF WORK SCHEDULED TOTAL BILLED MATERIALS STORED TOTAL % BALANCE RETAINAGE NO. VALUE PREVIOUS THIS PRIOR CURRENT TOTAL COMPLETED T/D TO FINISH 5%

APPLICATIONS PERIOD STORED STORED STORED AND STORED (C-G)

TO DATE

19.c COLD WATER 37,771.80 16,000.00 8,000.00 0.00 0.00 $0.00 $24,000.00 64% $13,771.80 $1,200.00

19.d HOT WATER 21,428.80 6,000.00 10,000.00 0.00 0.00 $0.00 $16,000.00 75% $5,428.80 $800.00

19.e SANITARY SEWER & VENT 62,315.80 48,000.00 10,000.00 0.00 0.00 $0.00 $58,000.00 93% $4,315.80 $2,900.00

19.f CONDENSATE DRAINS 22,007.00 1,000.00 0.00 0.00 0.00 $0.00 $1,000.00 5% $21,007.00 $50.00

19.g
ROOF DRAINS - SEE DIVISION 7 FOR GUTTER &
DOWNSPOUT 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

19.h NATURAL GAS 3,352.14 1,500.00 0.00 0.00 0.00 $0.00 $1,500.00 45% $1,852.14 $75.00 20 HVAC (EXISTING BUILDING RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

20.a ROOFTOP AC UNIT 115,223.46 74,500.00 0.00 0.00 0.00 $0.00 $74,500.00 65% $40,723.46 $3,725.00

20.b VRF SPLIT SYSTEM 92,712.60 60,500.00 0.00 0.00 0.00 $0.00 $60,500.00 65% $32,212.60 $3,025.00

20.c MINI SPLIT SYSTEM 30,326.00 18,250.00 0.00 0.00 0.00 $0.00 $18,250.00 60% $12,076.00 $912.50

20.d EXHAUST FAN 2,861.50 1,300.00 0.00 0.00 0.00 $0.00 $1,300.00 45% $1,561.50 $65.00

20.e CONTROLS 11,363.40 1,000.00 5,000.00 0.00 0.00 $0.00 $6,000.00 53% $5,363.40 $300.00

20.f MISCELLANEOUS 1,180.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $1,180.00 $0.00 21 ELECTRICAL (EXISTING BUILDING RENOVATION +
EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

21.a ELECTRICAL EQUIPMENT & PANELS 42,480.00 32,000.00 0.00 0.00 0.00 $0.00 $32,000.00 75% $10,480.00 $1,600.00

21.b PANEL "K" FEEDER 16,862.20 13,500.00 0.00 0.00 0.00 $0.00 $13,500.00 80% $3,362.20 $675.00

21.c BRANCH POWER 32,579.56 25,000.00 0.00 0.00 0.00 $0.00 $25,000.00 77% $7,579.56 $1,250.00

21.d HVAC/PLUMBING EQUIPMENT POWER 89,028.99 20,000.00 30,000.00 0.00 0.00 $0.00 $50,000.00 56% $39,028.99 $2,500.00

21.e LIGHTING 111,156.00 60,000.00 20,000.00 0.00 0.00 $0.00 $80,000.00 72% $31,156.00 $4,000.00

21.f EXT 305,717.82 120,000.00 30,000.00 0.00 0.00 $0.00 $150,000.00 49% $155,717.82 $7,500.00

21.g MISCELLANEOUS 1,180.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $1,180.00 $0.00 22 COMMUNICATIONS (EXISTING BUILDING RENOVATION +
EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

22.a SIGNAL SYSTEM 139,118.66 2,500.00 25,000.00 0.00 0.00 $0.00 $27,500.00 20% $111,618.66 $1,375.00 23 ELECTRONIC SAFETY & SECURITY (EXISTING BUILDING
RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

23.a FIRE ALARM 99,214.40 20,000.00 20,000.00 0.00 0.00 $0.00 $40,000.00 40% $59,214.40 $2,000.00

23.b SECURITY 119,057.28 0.00 30,000.00 0.00 0.00 $0.00 $30,000.00 25% $89,057.28 $1,500.00

24.00 EXTERIOR IMPROVEMENTS (EXISTING BUILDING
RENOVATION + EXTENSION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

24.a EAST COURT 25,315.72 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $25,315.72 $0.00 25 EXISTING CONDITIONS (1ST FLOOR WEST & 2ND FLOOR

BUILDING ADDITION) - SEE SEPARATE SITEWORK FOR SITE
DEMOLITION 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 26 CONCRETE (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

26.a FOUNDATION 186,440.00 186,440.00 0.00 0.00 0.00 $0.00 $186,440.00 100% $0.00 $9,322.00

26.b SLAB-ON-GRADE/CURBS 97,168.28 97,168.28 0.00 0.00 0.00 $0.00 $97,168.28 100% $0.00 $4,858.41

26.c CONCRETE COLUMN 246,030.00 246,030.00 0.00 0.00 0.00 $0.00 $246,030.00 100% $0.00 $12,301.50

26.d SUSPENDED CONCRETE SLAB & BEAMS 770,999.02 770,999.02 0.00 0.00 0.00 $0.00 $770,999.02 100% $0.00 $38,549.95

26.e MISC. CONCRETE 7,021.00 7,021.00 0.00 0.00 0.00 $0.00 $7,021.00 100% $0.00 $351.05 27 MASONRY (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

27.a EXTERIOR CMU WALL 311,367.78 311,367.78 0.00 0.00 0.00 $0.00 $311,367.78 100% $0.00 $15,568.39 28 METALS (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

28.a STRUCTURAL STEEL 358,039.14 180,000.00 140,000.00 0.00 0.00 $0.00 $320,000.00 89% $38,039.14 $16,000.00 Hawthorne-SeniorCenter-NOV&DEC-25-PayApp Page 4

A B C D E F G H I
ITEM DESCRIPTION OF WORK SCHEDULED TOTAL BILLED MATERIALS STORED TOTAL % BALANCE RETAINAGE NO. VALUE PREVIOUS THIS PRIOR CURRENT TOTAL COMPLETED T/D TO FINISH 5%

APPLICATIONS PERIOD STORED STORED STORED AND STORED (C-G)

TO DATE

28.b EXTERIOR METAL STAIR 108,896.30 16,000.00 44,000.00 0.00 0.00 $0.00 $60,000.00 55% $48,896.30 $3,000.00

28.c METAL PAN STAIR, INTERIOR 206,183.76 15,000.00 85,000.00 0.00 0.00 $0.00 $100,000.00 49% $106,183.76 $5,000.00

28.d EXTERIOR SCREEN SYSTEM 1,020,169.00 420,000.00 100,000.00 0.00 0.00 $0.00 $520,000.00 51% $500,169.00 $26,000.00

28.e MISC. METALS 187,195.20 36,000.00 72,000.00 0.00 0.00 $0.00 $108,000.00 58% $79,195.20 $5,400.00

29.00 CARPENTRY (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

29.a FINISH CARPENTRY 149,270.00 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 2% $146,770.00 $125.00

29.b ROUGH CARPENTRY 232,353.80 57,500.00 120,000.00 0.00 0.00 $0.00 $177,500.00 76% $54,853.80 $8,875.00

30.00 THERMAL & MOISTURE PROTECTION (1ST FLOOR WEST &
2ND FLOOR BUILDING ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

30.a ROOFING 135,812.34 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 2% $133,312.34 $125.00

30.b WATERPROOFING 97,783.59 1,500.00 20,000.00 0.00 0.00 $0.00 $21,500.00 22% $76,283.59 $1,075.00

30.c MISCELLANEOUS 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 31 OPENINGS (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

31.a EXTERIOR DOORS + H.W. 44,958.00 25,000.00 5,000.00 0.00 0.00 $0.00 $30,000.00 67% $14,958.00 $1,500.00

31.b EXTERIOR WINDOWS 149,067.13 22,500.00 0.00 0.00 0.00 $0.00 $22,500.00 15% $126,567.13 $1,125.00

31.c INTERIOR DOORS + H.W. 100,250.44 60,000.00 0.00 0.00 $0.00 $60,000.00 60% $40,250.44 $3,000.00

31.d INTERIOR WINDOWS 16,903.50 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 15% $14,403.50 $125.00 32 FINISHES (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

32.a EXTERIOR WALLS 669,247.62 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $669,247.62 $0.00

32.b INTERIOR WALLS 492,469.46 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $492,469.46 $0.00

32.c FLOOR FINISHES 224,244.86 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $224,244.86 $0.00

32.d CEILING FINISHES 107,511.85 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $107,511.85 $0.00

32.e VERTICAL SOFFITS 98,997.28 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $98,997.28 $0.00

32.f EXTERIOR SOFFIT/FASCIA 68,864.80 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $68,864.80 $0.00 33 SPECIALTIES (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

33.a RESTROOM SPECIALTIES 87,426.31 0.00 20,000.00 0.00 0.00 $0.00 $20,000.00 23% $67,426.31 $1,000.00

33.b MISC. SPECIALTIES 42,461.59 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $42,461.59 $0.00 34 EQUIPMENT (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) - N.I.C 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

35.00 FURNISHINGS (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

35.a WINDOW SHADES, MOTORIZED - ALLOWANCE 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

35.b FURNISHINGS - N.I.C. 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 36 SPECIAL CONSTRUCTION (1ST FLOOR WEST & 2ND FLOOR
BUILDING ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

36.a OUTDOOR DECK PEDESTAL SYSTEM 188,698.82 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 1% $186,198.82 $125.00

36.b OUTDOOR GREEN DECK 109,032.00 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 2% $106,532.00 $125.00

37.00 CONVEYING EQUIPMENT (1ST FLOOR WEST & 2ND FLOOR
BUILDING ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

37.a PASSENGER ELEVATOR 160,480.00 90,000.00 0.00 0.00 0.00 $0.00 $90,000.00 56% $70,480.00 $4,500.00

38.00 FIRE SUPPRESSION (1ST FLOOR WEST & 2ND FLOOR
BUILDING ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

38.a FIRE SPRINKLER SYSTEM 123,489.45 18,750.00 18,750.00 0.00 0.00 $0.00 $37,500.00 30% $85,989.45 $1,875.00 39 PLUMBING (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

39.a PLUMBING EQUIPMENT 20,650.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $20,650.00 $0.00 Hawthorne-SeniorCenter-NOV&DEC-25-PayApp Page 5

A B C D E F G H I
ITEM DESCRIPTION OF WORK SCHEDULED TOTAL BILLED MATERIALS STORED TOTAL % BALANCE RETAINAGE NO. VALUE PREVIOUS THIS PRIOR CURRENT TOTAL COMPLETED T/D TO FINISH 5%

APPLICATIONS PERIOD STORED STORED STORED AND STORED (C-G)

TO DATE

39.b PLUMBING FIXTURES 59,000.00 2,500.00 0.00 0.00 0.00 $0.00 $2,500.00 4% $56,500.00 $125.00

39.c COLD WATER 70,575.80 22,500.00 22,500.00 0.00 0.00 $0.00 $45,000.00 64% $25,575.80 $2,250.00

39.d HOT WATER 36,509.20 12,000.00 12,000.00 0.00 0.00 $0.00 $24,000.00 66% $12,509.20 $1,200.00

39.e SANITARY SEWER & VENT 94,588.80 70,000.00 10,000.00 0.00 0.00 $0.00 $80,000.00 85% $14,588.80 $4,000.00

39.f CONDENSATE DRAINS 19,765.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $19,765.00 $0.00

39.g ROOF DRAINS 4,845.55 4,000.00 0.00 0.00 0.00 $0.00 $4,000.00 83% $845.55 $200.00

40.00 HVAC (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

40.a VRF SPLIT SYSTEM 232,029.30 10,000.00 100,000.00 0.00 0.00 $0.00 $110,000.00 47% $122,029.30 $5,500.00

40.b MINI SPLIT SYSTEM 9,440.00 500.00 4,500.00 0.00 0.00 $0.00 $5,000.00 53% $4,440.00 $250.00

40.c EXHAUST FAN 19,169.10 1,000.00 9,000.00 0.00 0.00 $0.00 $10,000.00 52% $9,169.10 $500.00 41 ELECTRICAL (1ST FLOOR WEST & 2ND FLOOR BUILDING
ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

41.a ELECTRICAL EQUIPMENT 25,665.00 13,000.00 0.00 0.00 0.00 $0.00 $13,000.00 51% $12,665.00 $650.00

41.b PANEL BOARD 12,390.00 6,000.00 0.00 0.00 0.00 $0.00 $6,000.00 48% $6,390.00 $300.00

41.c SECONDARY FEEDER 53,336.00 53,336.00 0.00 0.00 0.00 $0.00 $53,336.00 100% $0.00 $2,666.80

41.d BRANCH POWER 45,496.08 22,000.00 11,000.00 0.00 0.00 $0.00 $33,000.00 73% $12,496.08 $1,650.00

41.e HVAC/PLUMBING EQUIPMENT POWER 44,092.12 0.00 14,092.12 0.00 0.00 $0.00 $14,092.12 32% $30,000.00 $704.61

41.f LIGHTING 201,952.16 50,000.00 25,000.00 0.00 0.00 $0.00 $75,000.00 37% $126,952.16 $3,750.00

41.g MISCELLANEOUS 1,180.00 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $1,180.00 $0.00 42 COMMUNICATIONS (1ST FLOOR WEST & 2ND FLOOR
BUILDING ADDITION) 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

42.a SIGNAL SYSTEM 155,747.02 2,500.00 25,000.00 0.00 0.00 $0.00 $27,500.00 18% $128,247.02 $1,375.00

43.00 ELECTRONIC SAFETY & SECURITY (1ST FLOOR WEST & 2ND FLOOR BUILDING ADDITION) 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00

43.a FIRE ALARM 101,055.20 30,000.00 15,000.00 0.00 0.00 $0.00 $45,000.00 45% $56,055.20 $2,250.00

43.b SECURITY 121,266.24 0.00 24,000.00 0.00 0.00 $0.00 $24,000.00 20% $97,266.24 $1,200.00

0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 Change orders 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 1 Change order #1 - Abatement 137,865.00 137,865.00 0.00 0.00 0.00 $0.00 $137,865.00 100% $0.00 $6,893.25 2 Change order #2 - Extra interior demo 74,270.00 74,270.00 0.00 0.00 0.00 $0.00 $74,270.00 100% $0.00 $3,713.50 3 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 4 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 5 Change order #5 - removal and disposal of 2 subpanels 4,121.65 4,121.65 0.00 0.00 0.00 $0.00 $4,121.65 100% $0.00 $206.08 6 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 7 Change Order # 7 - Structural Columns Clarification 37,075.78 37,075.78 0.00 0.00 0.00 $0.00 $37,075.78 100% $0.00 $1,853.79 8 Change order # 8 - exploratory work for water intrusion 1,671.86 1,671.86 0.00 0.00 0.00 $0.00 $1,671.86 100% $0.00 $83.59 9 Change Order #9 - Voltage Reading 8,399.33 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $8,399.33 $0.00 10 Change order #10 - Removal of cabinetry 1,999.66 1,999.66 0.00 0.00 0.00 $0.00 $1,999.66 100% $0.00 $99.98 11 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 12 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 13 Change Order #13 - Added Demolition & Grading - South Of Existing Building 62,452.85 32,452.85 30,000.00 0.00 0.00 $0.00 $62,452.85 100% $0.00 $3,122.64 14 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 15 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 16 Change order #16 - Storm drain 27,060.80 27,060.80 0.00 0.00 0.00 $0.00 $27,060.80 100% $0.00 $1,353.04 17 Change Order #17 - Addendum 1 - Landscaping and Irrigation Changes 19,789.86 0.00 10,000.00 0.00 0.00 $0.00 $10,000.00 51% $9,789.86 $500.00 18 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 19 Change Order #19 - Hose Bibb Clarification 1,081.73 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $1,081.73 $0.00 Hawthorne-SeniorCenter-NOV&DEC-25-PayApp Page 6

A B C D E F G H I
ITEM DESCRIPTION OF WORK SCHEDULED TOTAL BILLED MATERIALS STORED TOTAL % BALANCE RETAINAGE NO. VALUE PREVIOUS THIS PRIOR CURRENT TOTAL COMPLETED T/D TO FINISH 5%

APPLICATIONS PERIOD STORED STORED STORED AND STORED (C-G)

TO DATE
20 Change order #20 - Electrical Floor Boxes 20,727.74 20,727.74 0.00 0.00 0.00 $0.00 $20,727.74 100% $0.00 $1,036.39 21 Change Order #21 - Gas Routing to Water Heater or AC Unit on the Roof 4,055.57 0.00 2,000.00 0.00 0.00 $0.00 $2,000.00 49% $2,055.57 $100.00 22 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 23 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 24 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 25 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 26 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 27 Change Order #27 - Post Bid Addendum 1 - Mechanical Changes 25,413.19 12,650.00 12,650.00 0.00 0.00 $0.00 $25,300.00 100% $113.19 $1,265.00 28 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 29 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 30 Change Order #30 - Existing Communications Conduit 2,177.74 2,177.74 0.00 0.00 0.00 $0.00 $2,177.74 100% $0.00 $108.89 31 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 32 Change Order #32 - ASI 014 Roof Demolition Scope Clarification 25,355.20 25,355.20 0.00 0.00 0.00 $0.00 $25,355.20 100% $0.00 $1,267.76 33 Change Order #33 - Clarification of Demolition Scope in between Senior Center and Memorial Center 7,682.43 7,682.43 0.00 0.00 $0.00 $7,682.43 100% $0.00 $384.12 34 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 35 Change Order #35 - Stucco Barrier Behind Existing Wall 1,591.35 1,591.35 0.00 0.00 0.00 $0.00 $1,591.35 100% $0.00 $79.57 36 Change Order #36 - Removal of (E) Roof Insulation where New 2nd Floor Called out Above 1,185.70 1,185.70 0.00 0.00 $0.00 $1,185.70 100% $0.00 $59.29 37 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 38 Change Order #38 - Elevator Pit Clarifications 4,224.54 4,224.54 0.00 0.00 0.00 $0.00 $4,224.54 100% $0.00 $211.23 39 Change Order #39 - Post-Bid Addendum 1 - Concrete Reinforcing Changes 18,982.99 0.00 18,982.99 0.00 0.00 $0.00 $18,982.99 100% $0.00 $949.15 40 Change Order #40 - Relocation of Existing Kitchen Wall 12,282.11 12,282.11 0.00 0.00 $0.00 $12,282.11 100% $0.00 $614.11 41 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 42 Change Order #42 - Post Bid Addendum 1 - Changes to Light Fixtures 80,078.32 60,000.00 20,078.32 0.00 0.00 $0.00 $80,078.32 100% $0.00 $4,003.92 43 0.00 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00 44 Change Order #44 - Added Tile in WC-108 2,476.59 0.00 0.00 0.00 0.00 $0.00 $0.00 0% $2,476.59 $0.00 45 Change Order #45 - Existing Foundation Extended Beyond Bid Set Drawings 18,999.99 18,999.99 0.00 0.00 0.00 $0.00 $18,999.99 100% $0.00 $950.00 46 Change Order #46 - Existing Trees in front of N Storefront Door 875.73 875.73 0.00 0.00 0.00 $0.00 $875.73 100% $0.00 $43.79 47 Change Order #47 - Existing Catch Basin Clash with New Foundation 3,301.27 $0.00 $3,301.27 $3,301.27 100% $0.00 $165.06 48 Change Order #48 - Plywood Water Damage at (E) East Elevation 5,895.53 5,895.53 0.00 0.00 0.00 $0.00 $5,895.53 100% $0.00 $294.78 49 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
50 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
51 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
52 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
53 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
54 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
55 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
56 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
57 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
58 Change Order #58 - (E) Overflow Drain on East Wall 1,417.07 1,417.07 0.00 0.00 0.00 $0.00 $1,417.07 100% $0.00 $70.85 Hawthorne-SeniorCenter-NOV&DEC-25-PayApp Page 7

A B C D E F G H I
ITEM DESCRIPTION OF WORK SCHEDULED TOTAL BILLED MATERIALS STORED TOTAL % BALANCE RETAINAGE NO. VALUE PREVIOUS THIS PRIOR CURRENT TOTAL COMPLETED T/D TO FINISH 5%

APPLICATIONS PERIOD STORED STORED STORED AND STORED (C-G)

TO DATE
59 Change Order #59 - ASI-27 - Added Beam and Posts for E Roofing Situation 11,241.71 0.00 11,241.71 0.00 0.00 $0.00 $11,241.71 100% $0.00 $562.09 60 Change Order #60 - Wall Type for (E) Door Opening Missing 1,646.08 0.00 1,646.08 0.00 0.00 $0.00 $1,646.08 100% $0.00 $82.30 61 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
62 Change Order #62 - Level 1 Bathroom Demolition and Wall Finishing 2,414.80 2,414.80 0.00 0.00 0.00 $0.00 $2,414.80 100% $0.00 $120.74 63 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
64 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
65 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
66 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
67 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
68 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
69 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
70 Change Order #70 - Existing Footing with Curb in the Way of Steel Column Baseplate Installation 852.54 0.00 852.54 0.00 0.00 $0.00 $852.54 100% $0.00 $42.63 71 Change Order #71 - Existing Stem Wall on Gridline 3 and Smooth Floor Transition Required 7,427.23 0.00 5,000.00 0.00 $0.00 $5,000.00 67% $2,427.23 $250.00 72 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
73 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
74 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
75 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
76 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
77 0.00 0.00 0.00 0.00 $0.00 $0.00 #DIV/0! $0.00 $0.00
78 $0.00 #DIV/0! $0.00 $0.00
TOTALS 15,081,093.94 5,990,881.36 1,715,315.03 0.00 0.00 0.00 7,706,196.39 51.10% 7,372,470.32 383,721.37 Hawthorne-SeniorCenter-NOV&DEC-25-PayApp Page 8
AGENDA ITEM NO. 28.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: Public Works
City Manager: Department Head:

SUBJECT:

Progress Payment #2 and Final Acceptance in the amount of $50,266.45 due to American Wholesale Lighting of Livermore, CA for the Police Department Lighting Project.

RECOMMENDED MOTION:

Approve this Progress Payment #2, Change order #2 and #3, release of retention, and final acceptance to American Wholesale Lighting of Livermore, CA.

DISCUSSION:

The City of Hawthorne's Public Works Staff solicited proposals for lighting upgrades at the Hawthorne Police Department. The facility, built in 2002, spans approximately 89,424 square feet and currently utilizes a combination of tube fluorescent, compact fluorescent, and high-intensity discharge lighting. To improve energy efficiency, visibility, and operational control, this project is designed to furnish and install new LED lighting and advanced lighting controls. These controls include manual switches, occupancy sensors, dimmer switches, and lighting panel circuit breakers to optimize functionality and energy savings. This final payment includes adding 54 sensors and 45 power packs, extra panel fixtures, and cabling needed to complete the work.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

This project at the Police Department emphasizes sustainable practices that align with the City's environmental and sustainability objectives. By prioritizing sustainable approaches, the city can contribute to a cleaner and greener environment while fostering economic growth.

FISCAL IMPACT:

None. The $50,266.45 and retention funds are available in the adopted fiscal year's budget and will be funded by the Metered Savings Program and Bond Funds, which are available in the adopted Fiscal Year 2025-26 budget.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act

ATTACHMENTS
Progress Payment 2 and Final Acceptance

AGENDA ITEM NO. 29.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: City Attorney
City Manager: Department Head:

SUBJECT:

Claims for personal injury by Ladesha Tucker and Ervin Tucker, Jr.

RECOMMENDED MOTION:

Staff recommends that the City Council deny the claims made by Ladesha Tucker and Ervin Tucker, Jr.

DISCUSSION:

Claiments allege that members of the Hawthorne Police Department used excessive force on them.

ECONOMIC DEVELOPMENT STRATEGIC PLAN:

N/A.

FISCAL IMPACT:

None.

NOTICING PROCEDURE:
72 hours posted notice pursuant to the Ralph M. Brown Act.

AGENDA ITEM NO. 30.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: City Manager
SUBJECT:

Events qualifying for city financial assistance ( Reso No. 8566) - K. Manning Attachments
von
EXHIBIT A to Reso No. 8566

1. Movies in the Park – Sponsored by Hawthorne Police Department (HPD)

2. Hawthorne President’s Council Holiday Assistance Dinner

3. Hawthorne Education Foundation (HEG) Golf Tournament

4. Service Provider Fair/Earth Day/Bunny Extravaganza

5. Hawthorne Parks & Recreation Foundation Gold Tournament

6. National Night Out (HPD)

7. Ramona Neighborhood Picnic (Ramona Homeowner’s Association)

8. American Cancer Society Relay for Life

9. Hawthorne President’s Council Volunteer Appreciation Day

10. Hawthorne President’s Council K-9 BBQ Dinner

11. Wounded Heroes of America Golf Tournament

12. Sociedad Jose Marti Cuban Festival

13. Hawthorne Historical Society Good Neighbor’s Day

14. Hawthorne Historical Society Holiday Celebration

15. St. Joseph’s Fiesta

16. North Hawthorne Community Association Picnic/Egg Hunt

17. Hawthorne Police Dept. (HPD) Youth League Program/Basketball Clinic

18. Chamber of Commerce/Hope is Helping Events
a. Thanksgiving Turkey Basket Donation
b. Christmas Gift/Toy Basket Donation
c. Golf Tournament

19. Holly Park HOA Pancake Breakfast

20. New Star Family Justice Center Domestic Violence Workshop

21. Senior Citizen Resource Fair

22. Hawthorne Business Expo

23. Hawthorne Imperial Lions Club Vision Screening Program

24. Hawthorne World Fest

25. Hawthorne Juneteenth Day Celebration

26. Hawthorne Mother’s Day Celebration

27. Hawthorne Women’s History Month Celebration

28. Women’s Health Resources Fair

29. Feed The Street Cali Foundation

30. American Heart Association

31. Summer Concert Series

32. Annual Toy Giveaway

33. Annual Operation Gobble

34. Hawthorne Autism Awareness Walk

35. Education First

36. Langston Bar Association Legal Clinic

37. Hawthorne Community Car Show

38. Hawthorne/Lawndale Ministerial Association Thanksgiving Luncheon AGENDA ITEM NO. 31.

CITY OF HAWTHORNE
City Council

AGENDA BILL
For the meeting of 12/09/2025
Originating Department: City Manager
SUBJECT:

City Special Events - F. Johnson

Hawthorne City CouncilDecember 9, 2025

Hawthorne City Council
December 9, 2025